CURRICULUM VITAE. Makarios Konstantinos Triantafyllos November 8, 1964, - Village Skala Kallirachi of Thassos island, Greece Married English, Greek

Size: px
Start display at page:

Download "CURRICULUM VITAE. Makarios Konstantinos Triantafyllos November 8, 1964, - Village Skala Kallirachi of Thassos island, Greece Married English, Greek"

Transcription

1 1 CURRICULUM VITAE Dr. Triantafyllos K. Makarios, Ph.D. Civil Engineer Spec: Earthquake Engineering. Researcher in Institute of Engineering Seismology and Earthquake Engineering (I.T.S.A.K.), 5 ΑG. GEORGIOU STR, PATRIARCHIKA, PYLAIA, GR-55535, THESSALONIKI, GREECE. (+) , Fax: (+) , Surname: Father name: First name: Born: Family Status: Foreign languages: Makarios Konstantinos Triantafyllos November 8, 1964, - Village Skala Kallirachi of Thassos island, Greece Married English, Greek Civil Engineering Department, Aristotle University of Thessaloniki (AUTh). Diploma in Civil Engineering (June 1990) with Grade 8.35 of 10 (first position of the final classification of the Structural Division of this Department) Professional license as a civil engineer from the Technical Chamber of Greece Doctoral dissertation, in the field of seismic design of structures, static & dynamic response of multistory spatial asymmetric buildings, at the laboratory of Applied Statics and Dynamics of the Civil Engineering Department, Aristotle University of Thessaloniki. Doctor of Civil Engineering on January 31, Consultant Civil Engineer. Design and construction management of public and private Civil Engineering works, with emphasis on works of special nature (bridges, hospitals, factories) Professor, part time, with annual-agreement and continuous renewal for 3 years, of Technological Education Institute (T.E.I.) of Serres of Greece, with exclusive self-reliance in teaching and exams Professor, full time, with annual-agreement and continuous renewal for 4.5 years of Department of Civil Engineer of University of Thessaly (for four and half years) of Greece, with exclusive self-reliance in teaching and exams Government Officer of Direction of Public Works of Region of Thessaly of Greece today Senior Researcher in Ιnstitute of Engineering Seismology and Earthquake Engineering (ITSAK) of Greece. ACADEMIC & RESEARCH EXPERIENCE 1. As ITSAK Researcher (2003 today): Applied research in the field of Earthquake Engineering (see research fields of interest below). 2. UNIVERSITY OF THESSALY of GREECE, DEPARTMENT OF CIVIL ENGINEERING OF: Professor, full time ( ), self-reliant of teaching and exams of department of Civil Engineering. More analytically, I taught six courses of lessons: (a) Dynamics of Structures I, for four years; (b) Dynamic of Structures II, for three years; (c) Reinforced Concrete I for two years; (d) Reinforced Concrete II for a year; (e) Theory of Disks and Plates for four years; (f) Design of pre-strees concrete Bridges for three years. 3. TEI of SERRES: Professor, part time, of Technological Education Institute (T.E.I.) of Serres ( ), self-reliant of teaching and exams of department of Civil Engineering. I taught a course of lessons about Reinforced Concrete I for three years 4. Lecturer on seminars for the continuing education of seismic design of buildings. 5. RESEARCH PROGRAMS: Participation as member of the scientific team in fourteen (14) research programs from where I was as Scientific Rsponsible in three programs.

2 2 6. I have published 24 papers in scientific Journals (in 8 papers is unique author, thus there are self-reliance) with peer review evaluation. Moreover I have published forty-eight (48) papers in Conferences (16 in International and 32 in National). Also, I have upper of a hundred and twenty five(125) references by other (third) authors, where the direct/indirect self-references have been eliminated. PROFESSIONAL EXPERIENCE Self-dependent consulting engineer ( ). Design of buildings, design of factories & bridges. of private Civil Engineering works. Consultant (in 1996) of the technical firm F.KARYDAKIS-J.MAYRAKHS for the design of special structures: Bridge of Axios-River, design of Bridge of Mourgani of Trikala, design general hospital of Chania,etc. As government officer of Direction of Public Works of Region of Thessaly of Greece in : Exercise control over design of fifty (50) bridges (self-reliant), exercise control over design of eight (8) transport-studies with euro as total budget. Also, as construction management in 24 civil engineering works with euro as total budget (in values of 2003). Member of the Technical Chamber of Greece, of the Association of Civil Engineers of Greece and of the Hellenic Society for Earthquake Engineering. RESEARCH FIELDS OF INTEREST Earthquake Engineering with emphasis on analytical or semi-analytical & semi-experimental methods for dynamic response of structures, elements of structures for seismic actions. In more detail : - Advanced analytical methods for seismic design and assessment of seismic capacity of existing structures (Seismic nonlinear inelastic response history analysis of reinforced concrete structures, nonlinear static (pushover) analysis of reinforced concrete structures, performance based seismic design, displacement-based seismic design etc). - Instrumentation of civil engineering structures (buildings, bridges, dams, steel-structures, masonrystructures etc) and investigation of their seismic behaviour : Methodologies for the evaluation of the dynamic (modal) characteristics from the recorded response (system identification techniques). Methodologies for the assessment of the structural condition and seismic capacity of instrumented structures, based on recorded data (health monitoring). Methodologies for analytical model updating using vibration measurements. - Development of appropriate methodologies for the evaluation of the seismic capacity of the building stock in Greece. - Seismic hazard and seimic risk studies of various structures of great importance REVIEWER OF SCIENTIFIC JOURNALS I am often Reviewer of scientific research articles in following Journals in fields of Earthquake Engineering: 1. Engineering Structures Journal of ELSEVIER, 2. Earthquake Engineering & Structural Dynamics Journal of John Wiley & Sons, Ltd. 3. Computers and Concrete (Techno-press), 4. Scientia Iranica, 5. Natural Hazards and Earth System Sciences 6. Technika Chronica Journal (Hellenic National Scientific Journal) SCIENTIFIC ACHIEVEMENTS My most important scientific achievements are the following five: 1. The new methodology for the seismic analyisi where I developed in my Doctoral Work (see Doctoral Thesis 1, as well as papers 3-8 of the list of Publications) has adopted totally by Hellenic National Seismic Code (EAK/2000) as an alternative way of seismic calculation of the buildings. Moreover, the basic consepts of my Doctoral work about the optimum fictitious elastic axis, fictitious horizontal principal axes and the torsional-stiffness radii of spatial asymmetric multistory buildings have been adopted by Hellenic National Annex of Eurocode EN-1998-part My paper 14, (Makarios T Optimum definition of equivalent non-linear SDF system in pushover procedure of multistory r/c frames. Engineering Structures Journal v.27, 5, April, pp ), conquest the 16 th position in

3 3 the World for the period from April 2005 to June 2005, between more 2000 papers of Data-base of ELSEVIER, according to following site: 3. According to my paper 21, (Makarios T Equivalent Non-Linear SDF system of spatial asymmetric multistory buildings in pushover procedure. Theory & Applications. Journal of the Structural Design of Tall & Special Buildings, 18,7, (November 2009) pp ), a total mathematic solution of the non-linear static seismic (pushover) analysis of the spatial asymmetric multi-storey buildings is presented. 4. According to my paper 23, (Makarios T Identification of the mode shapes of spatial tall multi-storey buildings due to earthquakes. The new "modal time-histories method. Journal of the Structural Design of Tall & Special Buildings, DOI: /tal.630,), a new documented methodology about the Identification of the Dynamic Characteristics of the spatial asymmetric multi-storey buildings is presented. 5. According to my paper 24, (Makarios T Seismic non-linear static new method of spatial asymmetric multistorey r/c buildings. Journal of the Structural Design of Tall & Special Buildings, DOI: /tal.640), a new documented methodology about the non-linear static seismic procedure of the spatial asymmetric multi-storey buildings that can replace the non-linear response history analysis is presented. 1. RESEARCH ACTIVITIES PUBLICATIONS 1.1 Participation in research programs (research financed projects) Participation as member of the scientific team in fourteen (14) research financed programs from where he was as Scientific Rsponsible in three. 1. Research program: Investigation of the regularity criteria in plan, according to contemporary seismic Codes. Hellenic Institute of Engineering Seismology & Earthquake Engineering (ITSAK). Scientific Responsible Prof. E. Mitsopoulou (Decision 30/90 of Administrative Council of ITSAK). Duration two years, from up to Scientific Field: Static & Dynamic behaviour of the structures. 2. Research program: Regulating plan of Aristotle University of Thessaloniki. Extented of Faculty of Engineering. Aristotle University of Thessaloniki Scientific Responsible: Prof. Kotsiopoulos A. Duration two years, Scientific Field: Static pre-study. Investigation of structural skeleton. 3. Research program: Seismic protection of Bridges (ASPROGE). Scientific Responsible: Dr. Karakostas Ch, Senior Researcher. Duration 3 years. Scientific Field: Linear and Non-linear seismic calculations of Bridges. 4. Research program: Investigation of the influence of the local soil conditions at the dynamic soil-structure iteration in the records. Scientific Responsible: Dr. Anastasiadis, Senior Researcher. Duration 3 years. Scientific Field: Linear and Non-linear seismic calculations. 5. Research program Greece-Cyprus: Confrontation of the results due to earthquakes in built environment. Scientific Responsible: Prof. G. Penelis. Duration 3 years, ITSAK, November 2007, Thessaloniki, Greece. 6. Research program: E.U. CULTURE (Period ). Holistic Strategy for the Restoration, Preservation and Integration in the life of the modern societies of Old European Masonry Lighthouses PHAROS. Scientific Responsible: I. Kalogianni. 7. Research program: Measuring of developed accelerations on the floor of the building due to operation of machines. Scientific Responsible: Dr. T. Makarios, Senior Researcher. Duration 3 months, ITSAK. Thessaloniki, Greece. 8. Research program: Up-date of scientific instruments of the laborarories of Hellenic Institute of Engineering Seismology & Earthquake Engineering. Scientific Responsible: Dr. N. Klimis, Senior Researcher. Duration 3 years, ITSAK. Thessaloniki, Greece. 9. Research program: Provision and learning of a wireless multi-channel movable system of accelerormeters and measuring of the structure response in order to identification of structure dynamic characteristics using non-destructive methods. Scientific Responsible: Dr. T. Makarios, Senior Researcher. Duration 1.5 years, May 2008 January Financing with euros by Bodossaki Foundation. ITSAK. Thessaloniki, Greece.

4 4 10. Research program: SYNARMA Development of an Information SΥstem for NΑtural Risk MΑnagement in the Mediterranean, Interreg IIIB Archimed )». Scientific Responsible: Dr. Theodoulidis N., Senior Researcher ΙΤΣΑΚ, Thessaloniki, Greece. 11. Research program: Protecting from natural hazards using new technologies. The role of the researcher (acronym pro-tech nature) «Researcher Nights 2009». Scientific Responsible: Dr. T. Makarios, Senior Researcher. Duration 6 months, June 2009 February European Program with euros. ITSAK. Thessaloniki, Greece. 12. Research program: Study Evaluation of seismic capacity of the eight-storey r/c government house, in Kalamata Town, Greece. Scientific Responsible: Dr. V. Lekidis, Senior Researcher. Financing by Messinia Prefecture, year ITSAK, Thessaloniki, Greece. 13. Research program: Special study for estimation of active seismic faults and seismic hazard in special locations of external ring road of Thessaloniki Town. Scientific Responsible: Dr. Th. Salonikios, Senior Researcher. Duration 1.5 years, Financing by Egnatia S.A., ITSAK, Thessaloniki, Greece. 14. Research program: Up-date of scientific instruments in order to operate the Hellenic National Network of Accelerographs. Scientific Responsible: Dr. N. Theodoulidis, Senior Researcher. Duration 3 years, Financing with euros by OASP. ITSAK, Thessaloniki, Greece. 1.2 Publications a. Doctoral Thesis (1 study in Earthquake Engineering area) with Peer Review Evaluation 1. Makarios T Fictitious Elastic Axis of Flexural-Shear Multistorey Systems. Doctoral Thesis, Scientific edition of Civil Engineering Department, Aristotle University of Thessaloniki, Volume 22, Annex IC, Thessaloniki, pages 202 (in Greek). b.1 Publications in International & National Journals with Peer Review Evaluation (24 papers, where 8 are self-reliant) 2. Makarios T, Anastassiadis K Discussion in the paper Seismic Code Analysis of Buildings Without Locating Centers of Rigidity by Goel RK - Chopra AK. Journal of Structural Engineering, vol 121, No 4, April 1995, p.p Makarios T, Anastassiadis K Real and Fictitious Elastic Axis of Multi-Storey Buildings: Theor. Technica Chronica Journal, National Scientific Journal of the Technical Chamber of Greece, Series 1, Volume 17, Issue 1-2, pp (in Greek). 4. Makarios T, Anastassiadis K Real and Fictitious Elastic Axis of Multi-Storey Buildings: Applications. Technica Chronica Journal, National Scientific Journal of the Technical Chamber of Greece, Series 1, Volume 17, Issue 3, pp (in Greek). 5. Anastassiadis K, Athanatopoulou A, Makarios T Equivalent Static Eccentricities In the Simplified Methods of Seismic Analysis of Buildings. Earthquake Spectra the Profes. Jour. of the Earth. Engin. Research Inst., Vol. 14, Number 1, pp Makarios T, Anastassiadis K Real and Fictitious Elastic Axis of Multi-Storey Buildings: Theory. The Structural Design of Tall Buildings, Vol. 7, Number 1, pp Makarios T, Anastassiadis K Real and Fictitious Elastic Axis of Multi-Storey Buildings: Applications. The Structural Design of Tall Buildings, Vol. 7, Number 1, pp Makarios T Optimum Torsion Axis and Torsional Radii of Gyration in Multi-Storey Buildings. Technica Chronica Journal, National Scientific Journal of the Technical Chamber of Greece, Series 1, Volume 20, Issue A/2000, pp (in Greek). 9. Makarios T, Anastassiadis K Displacement-Based seismic design method. KTIRIO, National Scientific Journal, Issue A/2000, pp (in Greek). 10. Margaris B, Papaioannou Ch, Theodulidis N, Savaidis A, Anastasiadis A, Klimis N, Makra K, Demosthenous M, Karakostas Ch, Lekidis V, Makarios T, Salonikios T, Sous I, Carydis P, Lekkas E, Lozios S, Skourtsos E, Danamos G Preliminary Observations on the August 14, 2003,

5 5 Lefkada Island (Western Greece) Earthquake. EERI Journal, Special Earthquake Report November 2003, pp Karakostas Ch, Lekidis V, Makarios T, Salonikios Th, Sous I, Demosthenous M Seismic response of structures and infrastructure facilities during the Lefkada, Greece Earthquake of 14/8/2003. Engineering Structures Journal, 27, pp Makarios T Optimum Torsion Axis To Multistory Buildings By Using The Continuous Model Of The Structure. Journal of the Structural Design of Tall & Special Buildings, 14, 1, March, pp Xenidis H, Makarios T, Athanatopoulou A The properties of optimum torsion axis to multistorey buildings. Technica Chronica Journal, National Scientific Journal of the Technical Chamber of Greece, Series 1, Volume 2-3/2005, pp (in Greek). 14. Makarios T Optimum definition of equivalent non-linear SDF system in pushover procedure of multistory r/c frames. Engineering Structures Journal v.27, 5, April, pp (This paper conquest the 16 th position in the World for the period from April 2005 to June 2005, between more 2000 papers of Data-base of ELSEVIER, according to following site: ) 15. Karakostas Ch, Makarios T, Lekidis V, Salonikios T, Sous I, Makra K, Anastasiadis A, Klimis N, Dimitriou P, Margaris B, Papaioannou Ch, Theodulidis N and Savvaidis A The Kythira (Greece) Earthquake of January 8, 2006: Preliminary Report on Strong Motion Data, Geotechnical and Structural Damage. EERI Learning from Earthquakes report (after review), at: 16. Makarios T, Demosthenous M Seismic Response of Traditional Buildings of Lefkas Island, Greece. Engineering Structures Journal, v.28, 2, January, pp Makarios T, Athanatopoulou AM, Xenidis H Numerical verification of Properties of the fictitious elastic axis in asymmetric multistorey buildings. Journal of the Structural Design of Tall & Special Buildings, 15, 3, September, pp Athanatopoulou AM, Makarios T, Anastassiadis K Earthquake Analysis of Isotropic Asymmetric Multistorey Buildings. Journal of the Structural Design of Tall & Special Buildings, 15, 4, December, pp Makarios T Practical calculation of the torsional stiffness radius of multistorey tall buildings. Journal of the Structural Design of Tall & Special Buildings, 17,1, (March) pp Moschonas I., Kappos A., Panetsos P., Papadopoulos V., Makarios T., Thanopoulos P Seismic fragility curves for Greek bridges: Methodology and case studies. Bulletin of Earthquake Engineering Journal: Volume 7, Issue2 (2009), Page Makarios T Equivalent Non-Linear SDF system of spatial asymmetric multistory buildings in pushover procedure. Theory & Applications. Journal of the Structural Design of Tall & Special Buildings, 18,7, (November 2009) pp Margaris B., Papaioannou C., Theodoulidis N., Savvaidis A., Klimis N., Makra K., Demosthenous M., Karakostas C., Lekidis V., Makarios T., Salonikios T. (ITSAK), Athanasopoulos G., Mylonakis G., Papantopoulos C., Efthimiadou V., Kloukinas P., Ordonez I., Vlachakis V. (Department of Civil Engineering of University of Patras), Stewart J. (University of California of Los Angeles) Preliminary Report on the Principal Seismological and Engineering Aspects of the M w =6.5 Achaia-Ilia (Greece) Earthquake on 8 June (after review) Report for Web Dissemination Geotechnical Earthquake Reconnaissance Web Site: ce_2008_index.html. 23. Makarios T Identification of the mode shapes of spatial tall multi-storey buildings due to earthquakes. The new "modal time-histories method. Journal of the Structural Design of Tall & Special Buildings, DOI: /tal.630, (in press).

6 6 24. Makarios T Seismic non-linear static new method of spatial asymmetric multi-storey r/c buildings. Journal of the Structural Design of Tall & Special Buildings, DOI: /tal.640 (in press). 25. Makarios T Probabilistic definition of the Design Basis Earthquake & the Maximum Capable Earthquake using a uniform reliability Index. A case study. Journal of the Structural Design of Tall & Special Buildings, (under review). b.2 Publications in International Conference Proceedings with Peer Review Evaluation (16 papers, where 1 is self-reliant). 26. Karaveziroglou M, Koulikas P, Makarios T, Koniordos V, Rebythiadou F Mortars For Repairing Masonry In Eptapyrgion Fortress. IVth International Symposium On the Conservation Of Monuments In the Mediterranean Basin, Rhodes, Greece. 27. Makarios T, Xenidis H Optimum Translational Vibration of Multi-storey Buildings with Vertical Mass Axis. Proceedings of the International Conference on Computational & Experimental Engineering and Sciences (ICCES'04), July 2004, Madeira, Portugal, (in CD-ROM), pp Makarios T, Xenidis H, Karakostas Ch, Lekidis V Verifying the Location of the Optimum Torsion Axis of Multi-Story Buildings Using Dynamic Analysis. Proceedings of the 13 th World Conference on Earthquake Engineering (13WCEE), Vancouver, Canada, August 1-6, 2004, (in CD-ROM), paper Xenidis Ch, Makarios T Critical Buckling Load of Multi-story R/C Buildings. Proceedings of the 13 th World Conference on Earthquake Engineering (13WCEE), Vancouver, Canada, August 1-6, 2004, (in CD-ROM), paper Salonikios T, Makarios T, Sous I, Lekidis V, Karakostas Ch Design of instrumentation and vibration testing programs of structures through analytical investigations. Proceedings of the Computational Methods and Experimental Measurements XII, Malta, pp Xenidis H, Makarios T, Athanatopoulou AM Numerical verification of Optimum translational vibration of asymmetric multi-story buildings with vertical mass axis. Proceedings of the 4 th European Workshop on the Seismic Behaviour of Irregular and Complex Structures, Thessaloniki, Greece, August (in CD-ROM). 32. Makarios T, Xenidis H The Equivalent Non-Linear SDF System in Pushover Procedure of Multistorey R/C Frames. Proceedings of the 2 nd International fib Congress, Naples, Italy, June 5-8, 2006, (in CD-ROM), paper Karakostas Ch, Makarios T, Lekidis V, Kappos A Evaluation of vulnerability curves for bridges A case study. First European Conference on Earthquake Engineering and Seismology, Geneva, Switzerland, 3-8 September 2006 (in CD-ROM), paper Karakostas Ch, Lekidis V, Salonikios Τ, Makarios T, Sous I., Papadimitriou C, Karamanos S, Christodoulou K and Panetsos P Structural Identification of Bridges Based on Ambient Vibration Measurements. First European Conference on Earthquake Engineering and Seismology, Geneva, Switzerland, 3-8 September 2006, paper 1263, (in CD-ROM). 35. Makarios T, Xenidis H, Liolios A, Panetsos P Seismic target-displacement of multistorey r/c frames using the optimum non-linear SDF system in pushover procedure. Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, ECCOMAS- COMPDYN-2007, Rethymno, Crete, Greece June 13-16, (paper 1820 in CD-ROM). 36. Makarios T, Lekidis V, Kappos A, Karakostas Ch, Moschonas J Development of seismic vulnerability curves for a bridge with elastomeric bearings. Conference on Computational

7 7 Methods in Structural Dynamics and Earthquake Engineering, ECCOMAS-COMPDYN-2007, Rethymno, Crete, Greece June 13-16, (paper 1516 in CD-ROM). 37. Makarios T, Athanatopoulou A, Xenidis H, Liolios A Seismic demand floor displacements of planar multistory r/c frames using pushover procedure. Proceedings of the 8 th HSTAM International Congress on Mechanics, Patras, Greece July Liolios A, Panetsos P, Makarios T Vulnerability functions in seismic structural mechanics. A bridge case of egnatia Motorway in Northern Greece. Proceedings of the 6 th German- Greek_Polish Symposium Recent Advances in Mechanics. Alexandroupolis, Greece, September Makarios T Approximate equivalent nonlinear SDF system of spatial asymmetric buildings. Proceedings of the 5 th European Workshop on the Seismic Behaviour of Irregular and Complex Structures, Catania, ITALY, September 16-17, 2008, pp (in CD-ROM). 40. Salonikios T, Makarios T New method for the design of low aspect ratio walls against seismic actions. Proceedings of the 14 th World Conference on Earthquake Engineering (13WCEE), Beijing, China, October 12-17, 2008, paper Makarios T, Salonikios T Use of new equivalent nonlinear SDF system of planar multistorey r/c frames in static pushover procedure. Proceedings of the 14 th World Conference on Earthquake Engineering (13WCEE), Beijing, China, October 12-17, 2008, paper b.3 Publications in National (Hellenic) Conference Proceedings with Peer Review Evaluation (32 papers, where 4 are self-reliant). 42. Chalatis N, Makarios T, Tegos J Design of Continuous Prestress of Folded Plates. Proceedings of the 10 th Reinforced Concrete National Conference, Rhodes (in Greek), pp Makarios T, Anastasiadis K Dynamics Eccentricities in Flexural-Shear Multistorey Systems. Proceedings of 1 nd National Conference on Earthquake Engineering and Engineering Seismology, Athens (in Greek), pp Makarios T, Mitsopoulou E, Anastasiadis K Comparison, Equivalent static calculation and Dynamic Spectral calculation in asymmetric Multistorey Buildings ", 1 nd National Conference on Earthquake Engineering and Engineering Seismology, Athens (in Greek), pp Athanatopoulou A, Makarios T, Mitsopoulou E Flexible Stiff Tosrsional Systems. Seismic Calculation.", Proceedings of the 11 th Reinforced Concrete National Conference, Kerkyra (in Greek), pp Makarios T, Athanatopoulou A Control of Criteria of Regularity by Hellenic Seismic Code (ΕΑΚ/1992). Proceedings of the 11 th Reinforced Concrete National Conference, Kerkyra (in Greek), pp Makarios T, Athanatopoulou A The concept of static eccentricity in multistory asymmetric buildings", Proceedings of the 13 th Reinforced Concrete National Conference, vol. III, Rethymno, Crete, pp (in Greek). 48. Athanatopoulou A, Makarios T The Position of Seismic Forces According to Simplified Seismic Method. Proceedings of the 13 th Reinforced Concrete National Conference, vol. III, Rethymno, Crete, pp (in Greek). 49. Makarios T, Anastassiadis K Displacement-based Inelastic Seismic Control of Multistorey 2D-frame. Proceedings of the 13 th Reinforced Concrete National Conference, vol. III, Rethymno, Crete, pp (in Greek). 50. Makarios T, Panetsos P Investigation of Inelastic response of R/C shear-frames. Proceedings of the 13 th Reinforced Concrete National Conference, vol. I, Rethymno, Crete, pp (in Greek).

8 8 51. Athanatopoulou A, Makarios T, Anastassiadis K Dynamic seismic analysis of a special category of multistorey buildings. Proceedings of 2 nd National Conference on Earthquake Engineering and Engineering Seismology, Thessaloniki, Vol. A, pp (in Greek). 52. Drougias D, Makarios T Investigation of the role of masonry in seismic response of building using nonlinear analysis. Proceedings of 2 nd National Conference on Earthquake Engineering and Engineering Seismology, Thessaloniki, Vol. A, pp (in Greek). 53. Makarios T Performance-Seismic Design of Building. Proceedings of 2 nd National Conference on Earthquake Engineering and Engineering Seismology, Thessaloniki, Vol. A, pp (in Greek). 54. Makarios T Inelastic seismic control of frame R.C. by using the Capacity Spectrum Method. Proceedings of 2 nd National Conference on Earthquake Engineering and Engineering Seismology, Thessaloniki, Vol. A, pp (in Greek). 55. Makarios T Seismic Isolation in buildings. Linear and Non-linear calculations. Proceedings of the 14 th Reinforced Concrete National Conference, vol. III,, Kos, Greece, pp (in Greek). 56. Makarios T, Piperidis A New tables distribution uniform load in R/C plates. Proceedings of the 14 th Reinforced Concrete National Conference, vol. III, Kos, Greece pp (in Greek). 57. Xenidis X, Makarios T Critical Buckling load 2D-Multistory R/C Frames. Proceedings of the 14 th Reinforced Concrete National Conference, vol. I, pp , Kos, Greece (in Greek). 58. Salonikios Th, Karakostas Ch, Lekidis B, Sous I, Makarios T, Investigation of dynamic behaviour of the structures with special networks of instruments. Proceedings of the 5 th National NDT Conference of the Hellenic Society of Non Destructive Testing, November 18-19, 2005 NTUA, Athens, Greece (in CD-ROM, in Greek). 59. Makarios T, Salonikios Th, Karakostas Ch, Lekidis B, Sous I, Anastasiadis K Evaluation of dynamic characteristics of an asymmetric r/c building by a record of seismic excitation. Proceedings of the 15 th Reinforced Concrete Hellenic Conference, vol. 2nd, October 25-27, Alexadroupolis, Greece, pp (in Greek). 60. Makarios T, Demosthenous M Seismic Behaviour of traditional buildings of Lefkas. Proceedings of the 2 nd National Conference of Appropriate Interventions for the Protection of Historical Constructions, vol. 2nd, October 14-16, 2004, Thessaloniki, Greece, pp (in Greek). 61. Makarios T, Karakostas Ch, Salonikios Th, Lekidis B, Sous I The seismic response of the structural environment by Kythira Earthquake on 08 January Proceedings of the 3 rd Hellenic Conference on Earthquake Engineering and Engineering Seismology, November 5-7, Athens, paper 1997 (in Greek). 62. Makarios T, Xenidis Ch Calculation of Torsional Stiffness Radii of Single-storey and Multistorey Buildings. Proceedings of the 3 rd Hellenic Conference on Earthquake Engineering and Engineering Seismology, November 5-7, Athens, paper 1999 (in Greek). 63. Demetriou P, Anastassiadis A, Demosthenous M, Theodoulidis N, Karakostas Ch, Klimis N, Lekidis V, Makarios T, Makra K, Margaris B, Papaioannou Ch, Savvaidis A, Salonikios Th, Sous I The Lefkas Earthquake on 14 th August 2003 (Mw=6.20. Response of the Structures and the Effects on Lefkas Island. Proceedings of the 3 rd Hellenic Conference on Earthquake Engineering and Engineering Seismology, November 5-7, Athens, paper 2000 (in Greek). 64. Makarios T, Demosthenous M The traditional buildings of Lefkada with double bearing system and their seismic behaviour. Proceedings of the 3 rd Hellenic Conference on Earthquake Engineering and Engineering Seismology, November 5-7, Athens, paper 2047 (in Greek). 65. Demosthenous M, Makarios T Seismic behaviour of masonry Lighthouses of pafos of Cyprus and Aggelochori of Thessaloniki. Proceedings of the 3 rd Hellenic Conference on Earthquake Engineering and Engineering Seismology, November 5-7, Athens, paper 2048 (in Greek).

9 9 66. Karakostas Ch, Lekidis V, Salonikios Th, Makarios T, Sous I Rapid visual screening of public buildings in the town of Grevena within a natural risk management system. Proceedings of the 3 rd Hellenic Conference on Earthquake Engineering and Engineering Seismology, November 5-7, Athens, paper 1985 (in Greek). 67. Karakostas Ch, Papadimitriou C, Lekidis V, Panetsos P,Ntotsios E, Salonikios Th, Makarios T, Nikolaou I, Sous I Assessment of dynamic characteristics of bridges on Egnatia Motorway based on their response to dynamic excitations. Proceedings of the 3 rd Hellenic Conference on Earthquake Engineering and Engineering Seismology, November 5-7, Athens, paper 2016 (in Greek). 68. Salonikios Th, Karakostas Ch, Lekidis V, Demosthenous M, Makarios T, Sous I Equipment and specifications for the monitoring of the dynamic response of structures. Proceedings of the 3 rd Hellenic Conference on Earthquake Engineering and Engineering Seismology, November 5-7, Athens, paper 1974 (in Greek). 69. Salonikios Th, Makarios T, Demosthenous M Methodology of the evaluation of causes of damage in Municipalities. Application to Municipality of Aetos in Florina. Proceedings of the 3 rd Hellenic Conference on Earthquake Engineering and Engineering Seismology, November 5-7, Athens, paper 1982 (in Greek). 70. Salonikios Th, karakostas Ch, Lekidis V, Demosthenous M, Makarios T, Correlation of Spectral Accelerations with the response of the built environment by the use of six earthquakes in Peloponnese. Proceedings of the 16 th Hellenic Reinforced Concrete Conference, October 21-23, Pafos, Cyprus. paper (in Greek). 71. Makarios T, The equivalent non-linear SDF system of the spatial asymmetric multistory r/c buildings. Proceedings of the 16 th Hellenic Reinforced Concrete Conference, October 21-23, Pafos, Cyprus. paper (in Greek). 72. Makarios T, Salonikios Th, Lekidis V, karakostas Ch, Demosthenous M Identification of eigen-periods & mode-shapes of vibration of a five-storey building by its response during the post-earthquake sequence of the Achaia-Ilia earthquake. Proceedings of the 16 th Hellenic Reinforced Concrete Conference, October 21-23, Pafos, Cyprus. paper (in Greek). 73. karakostas Ch, Lekidis V, Makarios T, Sous I Rapid visual screening of reinforced concrete public buildings in the town of Grevena: Methodology and results. Proceedings of the 16 th Hellenic Reinforced Concrete Conference, October 21-23, Pafos, Cyprus. paper (in Greek). b.4 Authorship Activity without Peer Review Evaluation (17 studies, where 6 are self-reliant). 74. Makarios T Exercises of Reinforced Concrete. Lecture Notes in book-form, for studends of 3 rd year of Department of Civil Engineeing of University of Thessaly, Volos, Greece, pages 142, (in Greek). 75. Makarios T Plates, Folded-Plates and Shells. Classical and Approximative Solutions. Lecture Notes in book-form for studends of 4 rd year of Department of Civil Engineeing of University of Thessaly, Volos, Greece, pages 140 (in Greek). 76. Makarios T Dynamics of Structures. The Response of SDOF above dynamic loading. Lecture Notes in book-form for studends of 4 rd year of Department of Civil Engineeing of University of Thessaly, Volos, Greece, pages 56 (in Greek). 77. Margaris B, Papaioannou Ch, Theodulidis N, Savaidis A, Anastasiadis A, Klimis N, Makra K, Demosthenous M, Karakostas Ch, Lekidis V, Makarios T, Salonikios T, Sous I The Lefkas (Greece) Earthquake of August 14, 2003: Preliminary Report on Strong Motion Data, Geotechnical and Structural Damage. The 1 st International Workshop on Earthquake Prediction, European Seismological Commission EPPO, 6-7 November, Cultural Center of the Municipality of Athens, Athens, Greece. 78. Researchers of ITSAK: Anastasiadis A, Demetriou P, Demosthenous M, Theodulidis N, Karakostas Ch, Klimis N, Lekidis V, Makarios T, Makra K, Margaris B, Papaioannou Ch,,

10 10 Savaidis A, Salonikios T, Sous I The Lefkas Earthquake [ ]. Technografima Journal, Issue 257, January 15, 2004, pp (in Greek). 79. Researchers of ITSAK: Anastasiadis A, Demetriou P, Demosthenous M, Theodulidis N, Karakostas Ch, Klimis N, Lekidis V, Makarios T, Makra K, Margaris B, Papaioannou Ch,, Savaidis A, Salonikios T, Sous I The Lefkas Earthquake [Μ=6.2, August 14, 2003]. Strong Ground Motion & its results on builded/natural environment. Technica Chronica Journal, Electronic two-month period Issue, vol.2, March-April 2004, pp1-7 (in Greek) AIA-2004/2TEYXOS_2004/ITSAK-LEFKADA.PDF) 80. Researchers of ITSAK: Anastasiadis A, Demetriou P, Demosthenous M, Theodulidis N, Karakostas Ch, Klimis N, Lekidis V, Makarios T, Makra K, Margaris B, Papaioannou Ch,, Savaidis A, Salonikios T, Sous I The Lefkas Earthquake (Μ=6.2), August 14, 2003]. Strong Ground Motion & its results on builded/natural environment. Special issue in bookform, TEE: ISBN: X, Makarios T Static Pushover Analysis. The theoretical background and its application. Lecture Notes in book-form for graduate Civil Engineers for using by the National Centre for Public Administartion, Athens, pages 87, (in Greek). 82. Salonikios Th, Makarios T Controlled Excitations on Structures. Report. 1 st Workshop of international collaboration of Greece-Cyprus, November 2005, ITSAK, Thessaloniki, Greece. 83. Researchers of ITSAK: Anastasiadis A, Demetriou P, Demosthenous M, Theodulidis N, Karakostas Ch, Klimis N, Lekidis V, Makarios T, Makra K, Margaris B, Papaioannou Ch,, Savaidis A, Salonikios T, Sous I The Kythira Earthquake (Μ=6.9), January 8,2006. Strong Ground Motion & its results on builded/natural environment. Special issue in bookform, TEE: ISBN: , Athens, pp Salonikios Th, Makarios T, Evaluation of causes of damage on buildings in Municipality of Aetos in Florina. Report. August 2006, (in Greek). 85. Makarios T Passive control of dynamic response of the structures. Applications. Report. 2 nd Workshop of international collaboration of Greece-Cyprus, November 2005, ITSAK, Thessaloniki, Greece. (in Greek). 86. Makarios T Study of applicability of the 2 nd draft of National Code of seismic capacity of existing r/c buildings in Greece. Control of the d ideal form. Report. June 2007, ITSAK, Thessaloniki, Greece. (in Greek). 87. Demosthenous M., Makarios T., Kyriakou C Structural & Seismic Behavior of Lighthouses. 1 st International Workshop European Lighthouses: from the past to the future, November 2007, Nicosia - Pafos, Cyprus. 88. Researchers of ITSAK: Karakostas Ch, Makarios T, Theodulidis N, Klimis N, Lekidis V,, Makra K, Margaris B, Papaioannou Ch, Savaidis A, Salonikios T, Demosthenous M The Leonidio Earthquake (Μ=6.5), January 6, Strong Ground Motion & its results on builded/natural environment. Report to Hellenic Ministry of Infrastructure, Transport and Networks, (in Greek). 89. Researchers of ITSAK: Theodulidis N, Makarios T, Karakostas Ch, Klimis N, Lekidis V,, Makra K, Margaris B, Papaioannou Ch, Savaidis A, Salonikios T, Demosthenous M The Koroni Earthquake (Μ=6.7), February 14, Strong Ground Motion & its results on builded/natural environment. Report to Hellenic Ministry of Infrastructure, Transport and Networks, (in Greek). 90. Researchers of ITSAK: Demosthenous M, Theodulidis N, Karakostas Ch, Klimis N, Lekidis V, Makarios T, Makra K, Margaris B, Papaioannou Ch, Savaidis A, Salonikios T The Achaia- Ilia Earthquake (Μ=6.5), June 08, Strong Ground Motion & its results on builded/natural environment. Report to Hellenic Ministry of Infrastructure, Transport and Networks, (in Greek).

11 Conduct seven (7) tripos-projects of final examinations of degree in Department of Civil Engineering of University of Thessaly of Greece. I. Ntaoutis G, Spanos Th Seismic design of six-storey asymmetric buildings in elastic foundation according Greek Seismic Code (ΕΑΚ 2000). Tripos-project, Department of Civil Engineering of University of Thessaly of Greece. II. III. IV. Euthimiou K, Siakandari A Investigation seismic response of R/C systems using pushover analysis. Tripos-project, Department of Civil Engineering of University of Thessaly of Greece. Piperidis A New Tables Of Assignment Of Uniform Load in Orthogonal Plates. Triposproject, Department of Civil Engineering of University of Thessaly. Vlachou S, Zekka E Design, of the 5-storey building which collapse during Egio-95 seismic groud motion. Tripos-project, Department of Civil Engineering of University of Thessaly of Greece. V. Nikiforou A Inelastic dynamic time-history analysis of 2D-multistorey R/C frames designed by greek Codes (ΕΚΩΣ-2000 και ΕΑΚ-2000). Tripos-project, Department of Civil Engineering of University of Thessaly of Greece. VI. VII. Drougias D Seismic design of 3-storey spatial R/C building and investigation of the role of masonry, using nonlinear analysis. Tripos-project, Department of Civil Engineering of University of Thessaly of Greece. Chopela M Pro-design of special structures: Cylindrical Tank and amphitheatre, covered both with spherical dome. Other Variations. Tripos-project, Department of Civil Engineering of University of Thessaly of Greece. 1.4 References by third Authors (Citation Index) There are upper of a hundred and twenty five (125, where 88 are international and 37 are National) references by other (third) authors, where the direct/indirect self-references have been eliminated. 1. Makarios T Fictitious Elastic Axis of Flexural-Shear Multistorey Systems. Doctoral Thesis, Scientific edition of Civil Engineering Department, Aristotle University of Thessaloniki, Volume 22, Annex IC, Thessaloniki, pages 202 (in Greek). (2 references by third authors). 1) (In Greek). Μητσοπούλου Ε, Βιτσαράς Π, Εξάρχου Α Επιρροή της τυχηματικής εκκεντρότητας κατά την εφαρμογή του στατικού και του δυναμικού υπολογισμού σύμφωνα με τον Ελληνικό Αντισεισμικό Κανονισμό. Πρακτικά 12 ου Ελληνικού Συνεδρίου Σκυροδέματος, Κύπρος ) (In Greek). Πενέλης Γρ, Κάππος Α Το πρόβλημα της στρέψης στη χωρική στατική ανελαστική ανάλυση. Πρακτικά 2 ου Πανελλήνιου Συνεδρίου Αντισεισ. Μηχανικής και Τεχνικής Σεισμολογίας, τόμος Α, σελ , Θεσσαλονίκη. 43. Makarios T, Anastasiadis K Dynamics Eccentricities in Flexural-Shear Multistorey Systems. Proceedings of 1 nd National Conference on Earthquake Engineering and Engineering Seismology, Athens (in Greek), pp (2 references by third authors). 3) (in Greek). Λιβιεράτου ΣΠ, Χαραμιδόπουλου Κ Ο Υπολογισμός Χωρικών Κατασκευών και τα μυστικά ενός προγράμματος. Έκδοση LH-Λογισμική, Κλειδάριθμος, ΙSBN ) (in Greek). Λιβιεράτου ΣΠ Χαραμιδόπουλου Κ Ο Νέος Αντισεισμικός Κανονισμός και η υναμική Μέθοδος. Έκδοση Κλειδάριθμος, ΙSBN Χ. 44. Makarios T, Mitsopoulou E, Anastasiadis K Comparison, Equivalent static calculation and Dynamic Spectral calculation in asymmetric Multistorey Buildings ", 1 nd National Conference on Earthquake Engineering and Engineering Seismology, Athens (in Greek), pp (2 references by third authors). 5) (in Greek). Λιβιεράτου ΣΠ, Χαραμιδόπουλου Κ Ο Υπολογισμός Χωρικών Κατασκευών και τα μυστικά ενός προγράμματος. Έκδοση LH-Λογισμική, Κλειδάριθμος, ΙSBN ) (in Greek) Λιβιεράτου ΣΠ Χαραμιδόπουλου Κ Ο Νέος Αντισεισμικός Κανονισμός και η υναμική Μέθοδος. Έκδοση Κλειδάριθμος, ΙSBN Χ.

12 12 3. Makarios T, Anastassiadis K Real and Fictitious Elastic Axis of Multi-Storey Buildings: Theor. Technica Chronica Journal, National Scientific Journal of the Technical Chamber of Greece, Series 1, Volume 17, Issue 1-2, pp (in Greek). (6 references by third authors). 7) (in Greek) Ελληνικός Αντισεισμικός Κανονισμός 2000/2003. ΠΑΡΑΡΤΗΜΑ ΣΤ και βιβλιογραφική τεκμηρίωση του ΚΕΦΑΛΑΙΟΥ 3 αυτών. 8) (in Greek). Σταθόπουλου ΓΚ, Αναγνωστόπουλου ΑΣ Σεισμική απόκριση απλών ασύμμετρων συστημάτων. Πρακτικά 2 ου Πανελλήνιου Συνεδρίου Αντισεισ. Μηχανικής και Τεχνικής Σεισμολογίας, τόμος Α, σελ , Θεσσαλονίκη. 9) (in Greek). Σταθόπουλου ΓΚ, Αναγνωστόπουλου ΑΣ Ανελαστική σεισμική απόκριση ασύμμετρων πολυώροφων κτιρίων. Πρακτικά 2 ου Πανελλήνιου Συνεδρίου Αντισεισ. Μηχανικής και Τεχνικής Σεισμολογίας, τόμος Α, σελ , Θεσσαλονίκη. 10) (in Greek). Γεωργούσης Γ Εκκεντρότητες Σχεδιασμού στην ισοδύναμη στατική μέθοδο. Πρακτικά 3 ου Πανελλήνιου Συνέδριου Αντισεισμικής Μηχανικής & Τεχνικής Σεισμολογίας (3 ο ΠΣΑΜΤΣ), 5-7 Νοεμβρίου, 2008, Ξενοδοχείο Caravel, Αθήνα. Άρθρο 1933 σε CD. 11) (in Greek). Γεωργούσης Γ Ιδιομορφικές εκκεντρότητες πολυβάθμιων ελαστικών συστημάτων. Πρακτικά 15 ου Ελληνικού Συνεδρίου Σκυροδέματος, Οκτωβρίου 2006, Αλεξανδρούπολη, τόμος σελ ) (in Greek). TOL: Τεχνικός Οικος Λογισμικού ΡΑΦ Στατική & Αντισεισμική Ανάλυση Κτιρίων. Εγχειρίδιο Θεωρητικής Τεκμηρίωσης, Ιούνιος Makarios T, Anastassiadis K Real and Fictitious Elastic Axis of Multi-Storey Buildings: Applications. Technica Chronica Journal, National Scientific Journal of the Technical Chamber of Greece, Series 1, Volume 17, Issue 3, pp (in Greek). (5 references by third authors). 13) (in Greek). Ελληνικός Αντισεισμικός Κανονισμός 2000/2003. ΠΑΡΑΡΤΗΜΑ ΣΤ και βιβλιογραφική τεκμηρίωση του ΚΕΦΑΛΑΙΟΥ 3 αυτών. 14) (in Greek). Σταθόπουλου ΓΚ, Αναγνωστόπουλου ΑΣ Σεισμική απόκριση απλών ασύμμετρων συστημάτων. Πρακτικά 2 ου Πανελλήνιου Συνεδρίου Αντισεισ. Μηχανικής και Τεχνικής Σεισμολογίας, τόμος Α, σελ , Θεσσαλονίκη. 15) (in Greek). Σταθόπουλου ΓΚ, Αναγνωστόπουλου ΑΣ Ανελαστική σεισμική απόκριση ασύμμετρων πολυώροφων κτιρίων. Πρακτικά 2 ου Πανελλήνιου Συνεδρίου Αντισεισ. Μηχανικής και Τεχνικής Σεισμολογίας, τόμος Α, σελ , Θεσσαλονίκη. 16) (in Greek). Γεωργούσης Γ Ιδιομορφικές εκκεντρότητες πολυβάθμιων ελαστικών συστημάτων. Πρακτικά 15 ου Ελληνικού Συνεδρίου Σκυροδέματος, Οκτωβρίου 2006, Αλεξανδρούπολη, τόμος σελ ) (In Greek). Γεωργούσης Γ Εκκεντρότητες Σχεδιασμού στην ισοδύναμη στατική μέθοδο. Πρακτικά 3 ου Πανελλήνιου Συνέδριου Αντισεισμικής Μηχανικής & Τεχνικής Σεισμολογίας (3 ο ΠΣΑΜΤΣ), 5-7 Νοεμβρίου, 2008, Ξενοδοχείο Caravel, Αθήνα. Άρθρο 1933 σε CD. 5. Anastassiadis K, Athanatopoulou A, Makarios T Equivalent Static Eccentricities In the Simplified Methods of Seismic Analysis of Buildings. Earthquake Spectra the Profes. Jour. of the Earth. Engin. Research Inst., Vol. 14, Number 1, pp (19 references by third authors). 18) (in Greek). Ελληνικός Αντισεισμικός Κανονισμός 2000/2003. ΠΑΡΑΡΤΗΜΑ ΣΤ και βιβλιογραφική τεκμηρίωση του ΚΕΦΑΛΑΙΟΥ 3 αυτών. 19) Ghersi A, Rossi PP Influence of bi-directional ground motions on the inelastic response of one-storey in plan irregular systems. Engineering Structures, Volume 23, Issue 6, June 2001, p.p ) Marino E Analisi critica della definizione di edifici regolarmente asimmetrici. Proceedings of the 10 th National Conference L ingegneria sismica in Italia. Potenza-Matera 9-13 Settembre 2001, Italy (in Italian). 21) Marino E, Rossi P Formulazione analitica dell asse di torsione ottimale. X Congresso Nazionale L ingegneria Sismica in Italia, Potenza-Matera 9-13 settembre 2001 (in Italian). 22) Calderoni B, D Aveni A, Ghersi A, Rinaldi Z Static vs modal analysis of asymmetric buildings: effectiveness of dynamic eccentricity formulations. Earthquake Spectra, Vol. 18, ) De Stefano M, Ghersi A, Marino E, Rossi PP Comments on Eurocode 8 torsional provisions. Proceedings of the 3 rd European Workshop on the Seismic Behaviour of Irregular and Complex Structures, European Association for Earthquake Engineering, Florence, Italy. 24) Marino E, Rossi P Analytical formulation of the optimum torsion axis, Proceedings of the 3 rd European Workshop on the Seismic Behaviour of Irregular and Complex Structures, European Association for Earthquake Engineering, Florence, Italy. 25) Bosco M, Ghersi A, Marino E, Rossi P Effects of In-elevation irregularity on the elastic seismic response of inplan asymmetric buildings. Proceedings of the 3 rd European Workshop on the Seismic Behaviour of Irregular and Complex Structures, European Association for Earthquake Engineering, Florence, Italy. 26) Anagnostopoulos S, Demopoulos A Preliminary assessment of a simplified code method for earthquake design of asymmetric buildings. Proceedings of FIB-symposium Concrete structures in seismic regions, 6-8 May 2003,Athens, paper ) Marino E, Rossi P Exact evaluation of the location of the optimum torsion axis. The Structural Design of Tall and Special Buildings, Vol.14, Issue 4, pp ) Ghersi A General considerations on structural regularity. Proceedings of the 13th World Conference on Earthquake Engineering, Vancouver, B.C., Canada, August 1-6, 2004, Paper No. 947.

13 13 29) Crisafulli F, Reboredo A, Torrisi G Consideration of torsional effects in the displacement control of ductile buildings. Proceedings of 13th World Conference on Earthquake Engineering, Vancouver, B.C., Canada, August 1-6, 2004, Paper No ) Bosco M, Marino E, Rossi P Limits of application of simplified design procedures to non-regularly asymmetric buildings. Proceedings of the 13th World Conference on Earthquake Engineering, Vancouver, B.C., Canada, August 1-6, 2004, Paper No ) Fahjan Y, Tuzun C, Kubin J An alternative procedure for accidental eccentricity in dynamic modal analysis of buildings. Proccedings of the 1st European Conference on Earthquake Engineering and Seismology (a joint event of the 13th ECEE & 30th General Assembly of the ESC), Geneva, Switzerland, 3-8 September 2006, Paper no ) Chersi A, Rossi PP Influense of design procedures on the seismic response of bi-eccentric plan-asymmetric systems. The Structural Design of Tall and Special Buildings, vol.15, 4, 2006, pp ) Ghersi A, Marino EM, Rossi PP Static versus modal analysis: influence on inelastic response of multi-storey asymmetric buildings. Bulledin of Earthquake Engineeiring Journal, Springer, 5: ) Georgoussis G. (2008). Code Provisions for Static Eccentricities in Asymmetric Structures. Proceedings of the 4th International Conference on Advances in Structural Engineering and Mechanics (ASEM'08), Jeju Korea, May 2008 (Paper No SPN146). 35) Tabatabaei R, Saffari H Demonstration of torsional behaviour using vibration-based single storey model with double eccentricities. KSCE Journal of Civil Engineering, Springer, vol.14, Number 4, July 2010, pp ) Georgoussis G. (2010). Design Eccentricities in asymmetric buildings. Earthquakes and Structures Journal, Vol.1, No.2, (2010), (Techno-press, ISSN: online). 48. Athanatopoulou A, Makarios T The Position of Seismic Forces According to Simplified Seismic Method. Proceedings of the 13 th Reinforced Concrete National Conference, vol. III, Rethymno, Crete, pp (in Greek). (1 reference by third author). 37) (In Greek). Βαδαλούκα Γ Φορείς Οπλισμένου Σκυροδέματος. Έκδοση 4Μ-VK Προγράμματα Πολιτικού Μηχανικού, ΙSBN , ΑΘΗΝΑ. 6. Makarios T, Anastassiadis K Real and Fictitious Elastic Axis of Multi-Storey Buildings: Theory. The Structural Design of Tall Buildings, Vol. 7, Number 1, pp (21 references by third authors). 38) Marino E Analisi critica della definizione di edifici regolarmente asimmetrici. Proceedings of the 10 th National Conference L ingegneria sismica in Italia. Potenza-Matera 9-13 Settembre 2001, Italy (in Italian). 39) Marino E, Rossi P Formulazione analitica dell asse di torsione ottimale. X Congresso Nazionale L ingegneria Sismica in Italia, Potenza-Matera 9-13 settembre 2001 (in Italian). 40) Marino E, Rossi P Analytical formulation of the optimum torsion axis, Proceedings of the 3 rd European Workshop on the Seismic Behaviour of Irregular and Complex Structures, European Association for Earthquake Engineering, Florence, Italy. 41) Ghersi A, Marino E, Rossi P Analytical and numerical determination of the exact location of the optimum torsion axis. Proceedings of the 3rd European Work- shop on the Seismic Behaviour of Irregular and Complex Structures, Florence, Italy. 42) Bosco M, Ghersi A, Marino E, Rossi P Effects of In-elevation irregularity on the elastic seismic response of inplan asymmetric buildings. Proceedings of the 3 rd European Workshop on the Seismic Behaviour of Irregular and Complex Structures, European Association for Earthquake Engineering, Florence, Italy. 43) Marino E, Rossi P Exact evaluation of the location of the optimum torsion axis. The Structural Design of Tall and Special Buildings, Vol.14, Issue 4, pp ) Bosco M, Marino E, Rossi P Limits of application of simplified design procedures to non-regularly asymmetric buildings. Proceedings of the 13th World Conference on Earthquake Engineering, Vancouver, B.C., Canada, August 1-6, 2004, Paper No ) Tena-Colunga A, Perez-Osornio M Assessment of shear deformations on the seismic response of asymmetric shear wall buildings. Journal of Structural Engineering ASCE, vol.131, No. 11, November 1, pp ) Georgoussis G Modal Eccentricities of Asymmetric Strucutres. The Structural Design of Tall and Special Buildings, vol.15, September 2006, pp ) Athanatopoulou A, Doudoumis N Optimum torsion axis and principal directions in multi-storey base isolated buildings. 1 st European Conference on Earthquake Engineering and Seismology. Switzerland, 3-8 September 2006, Geneva. Paper number ) (in Greek). Αθανατοπούλου Α, ουδούμης Ι Κύριες διευθύνσεις στα ασύμμετρα πολυώροφα κτίρια με και χωρίς σεισμική μόνωση βάσης. Πρακτικά 15 ου Ελληνικού Συνεδρίου Σκυροδέματος, Οκτωβρίου 2006, Αλεξανδρούπολη, τόμος Β σελ ) Georgoussis G Modal Eccentricities of Asymmetric Strucutres. The Structural Design of Tall and Special Buildings, vol.15, September 2006, pp ) Ghersi A, Marino EM, Rossi PP Static versus modal analysis: influence on inelastic response of multi-storey asymmetric buildings. Bulledin of Earthquake Engineeiring Journal, Springer, 5: ) Doudoumis I, Athanatopoulou A Invariant torsion properties of multistory asymmetric buildings. The Structural Design of Tall and Special Buildings, vol.17, pp ) Athanatopoulou A, Doudoumis I Principal directions under lateral loading in multistory asymmetric buildings. The Structural Design of Tall and Special Buildings, vol.17, 4, pp

14 14 53) Bosco M, Marino E, Rossi P An analytical approach for the evaluation of the in-plan irregularity of real buildings. Proceedings of the 5 th European Workshop on the Seismic Behaviour of Irregular and Complex Structures, Catania, ITALY, September 16-17, 2008, pp ) Morfidis K, Athanatopoulou A, Avramidis I Effects of seismic directivity within the framework of the lateral force procedure. Proceedings of the 14 th World Conference on Earthquake Engineering (14WCEE), October 12-17, Beijing, China. Paper ID: ) Georgoussis G. (2008). Code Provisions for Static Eccentricities in Asymmetric Structures. Proceedings of the 4th International Conference on Advances in Structural Engineering and Mechanics (ASEM'08), Jeju Korea, May 2008 (Paper No SPN146). 56) Systems E, Georgoussis G An alternative approach for assessing eccentricities in asymmetric multistory buildings. The Structural Design of Tall and Special Buildings, 18, (2), pp ) Georgoussis G. (2010). Design Eccentricities in asymmetric buildings. Earthquakes and Structures Journal, Vol.1, No.2, (2010), (Techno-press, ISSN: online). 58) Georgoussis G. (2011). The Use of Modal Rigidity Centre for Assessing Code Provisions in Asymmetric Buildings. Proccedings of the Twelfth East Asia-Pacific Conference on Structural Engineering and Construction (EASEC- 12). Hong Kong Special Administrative Region, China, January 2011(Paper No EASEC12-324) 7. Makarios T, Anastassiadis K Real and Fictitious Elastic Axis of Multi-Storey Buildings: Applications. The Structural Design of Tall Buildings, Vol. 7, Number 1, pp (18 references by third authors). 59) Marino E Analisi critica della definizione di edifici regolarmente asimmetrici. Proceedings of the 10 th National Conference L ingegneria sismica in Italia. Potenza-Matera 9-13 Settembre 2001, Italy (in Italian). 60) Marino E, Rossi P Formulazione analitica dell asse di torsione ottimale. X Congresso Nazionale L ingegneria Sismica in Italia, Potenza-Matera 9-13 settembre 2001 (in Italian). 61) Marino E, Rossi P Analytical formulation of the optimum torsion axis, Proceedings of the 3 rd European Workshop on the Seismic Behaviour of Irregular and Complex Structures, European Association for Earthquake Engineering, Florence, Italy. 62) Ghersi A, Marino E, Rossi P Analytical and numerical determination of the exact location of the optimum torsion axis. Proceedings of the 3rd European Work- shop on the Seismic Behaviour of Irregular and Complex Structures, Florence, Italy. 63) Bosco M, Ghersi A, Marino E, Rossi P Effects of In-elevation irregularity on the elastic seismic response of inplan asymmetric buildings. Proceedings of the 3 rd European Workshop on the Seismic Behaviour of Irregular and Complex Structures, European Association for Earthquake Engineering, Florence, Italy. 64) Marino E, Rossi P Exact evaluation of the location of the optimum torsion axis. The Structural Design of Tall and Special Buildings, Vol.14, Issue 4, pp ) Bosco M, Marino E, Rossi P Limits of application of simplified design procedures to non-regularly asymmetric buildings. Proceedings of the 13th World Conference on Earthquake Engineering, Vancouver, B.C., Canada, August 1-6, 2004, Paper No ) Georgoussis G Modal Eccentricities of Asymmetric Strucutres. The Structural Design of Tall and Special Buildings, vol.15, September 2006, pp ) Athanatopoulou A, Doudoumis N Optimum torsion axis and principal directions in multi-storey base isolated buildings. 1 st European Conference on Earthquake Engineering and Seismology. Switzerland, 3-8 September 2006, Geneva. Paper number ) (in Greek). Αθανατοπούλου Α, ουδούμης Ι Κύριες διευθύνσεις στα ασύμμετρα πολυώροφα κτίρια με και χωρίς σεισμική μόνωση βάσης. Πρακτικά 15 ου Ελληνικού Συνεδρίου Σκυροδέματος, Οκτωβρίου 2006, Αλεξανδρούπολη, τόμος Β σελ ) Ghersi A, Marino EM, Rossi PP Static versus modal analysis: influence on inelastic response of multi-storey asymmetric buildings. Bulledin of Earthquake Engineeiring Journal, Springer, 5: ) Bosco M, Marino E, Rossi P An analytical approach for the evaluation of the in-plan irregularity of real buildings. Proceedings of the 5 th European Workshop on the Seismic Behaviour of Irregular and Complex Structures, Catania, ITALY, September 16-17, 2008, pp ) Doudoumis I, Athanatopoulou A Invariant torsion properties of multistory asymmetric buildings. The Structural Design of Tall and Special Buildings, vol.17, pp ) Athanatopoulou A, Doudoumis I Principal directions under lateral loading in multistory asymmetric buildings. The Structural Design of Tall and Special Buildings, vol.17, 4, pp ) Morfidis K, Athanatopoulou A, Avramidis I Effects of seismic directivity within the framework of the lateral force procedure. Proceedings of the 14 th World Conference on Earthquake Engineering (14WCEE), October 12-17, Beijing, China. Paper ID: ) Georgoussis G Code Provisions for Static Eccentricities in Asymmetric Structures. Proceedings of the 4th International Conference on Advances in Structural Engineering and Mechanics (ASEM'08), Jeju Korea, May 2008 (Paper No SPN146). 75) Systems E, Georgoussis G An alternative approach for assessing eccentricities in asymmetric multistory buildings. The Structural Design of Tall and Special Buildings, 18, (2), pp ) Georgoussis G. (2010). Design Eccentricities in asymmetric buildings. Earthquakes and Structures Journal, Vol.1, No.2, (2010), (Techno-press, ISSN: online). 8. Makarios T Optimum Torsion Axis and Torsional Radii of Gyration in Multi-Storey Buildings. Technica Chronica Journal, National Scientific Journal of the Technical Chamber of Greece, Series 1, Volume 20, Issue A/2000, pp (in Greek). (1 reference by third author).

15 15 77) Anagnostopoulos S, Demopoulos A Preliminary assessment of a simplified code method for earthquake design of asymmetric buildings. Proceedings of FIB-symposium Concrete structures in seismic regions, 6-8 May 2003,Athens, paper Makarios T Exercises of Reinforced Concrete. Lecture Notes in book-form, for studends of 3 rd year of Department of Civil Engineeing of University of Thessaly, Volos, Greece, pages 142, (in Greek) (1 reference by third author). 78) (in Greek). Χουλιάρα ΙΓ Κατασκευές Οπλισμένου Σκυροδέματος, σύμφωνα με τον ΕΚΩΣ Έκδοση Παπασωτηρίου, ΙSBN , ΑΘΗΝΑ. 26. Karaveziroglou M, Koulikas P, Makarios T, Koniordos V, Rebythiadou F Mortars For Repairing Masonry In Eptapyrgion Fortress. IVth International Symposium On the Conservation Of Monuments In the Mediterranean Basin, Rhodes, Greece. (1 reference by third author). 79) (in Greek).Καντηράνης Ν, Φιλιππίδης Α, Βογιατζής, ρακούλης Α, Καρατάσιος Γ Καταλληλότητα της ποζουλάνης της Νισύρου για χρήση σε παραδοσιακά κονιάματα. Πρακτικά Ελληνικού Συνεδρίου Οικονομικής Γεωλογίας, Ορυκτολογίας & Γεωχημείας, Οκτώβριος 2005, Θεσσαλονίκη. 60. Makarios T, Demosthenous M Seismic Behaviour of traditional buildings of Lefkas. Proceedings of the 2 nd National Conference of Appropriate Interventions for the Protection of Historical Constructions, vol. 2nd, October 14-16, 2004, Thessaloniki, Greece, pp (in Greek). (1 reference by third author). 80) (in Greek). Doudoumis I, Deligiannidou J, Kelesi A Analytical modeling of masonry-infilled timber truss-works. Proceedings of the 5 th GRACM International Congress on Computational Mechanics. Limassol, 29 June-1 July, Cyprus. 85. Makarios T Passive control of dynamic response of the structures. Applications. Report. 2 nd Workshop of international collaboration of Greece-Cyprus, November 2005, ITSAK, Thessaloniki, Greece. (in Greek). (1 reference by third author). 81) (in Greek). Γαβαλά Ειρ., Τουλιά Μ. (2005).Η σεισμική μόνωση ως τεχνική ενίσχυσης σε υφιστάμενα κτίρια υψηλής σπουδαιότητας. Πρακτικά Φοιτητικού συνεδρίου Πολιτικών Μηχανικών έτους 2005 με τίτλο «Επισκευές & Ενισχύσεις Κατασκευών», Τμήμα Πολιτικών Μηχανικών, Πανεπιστήμιο Πατρών, αριθμ. εργασίας Νο Makarios T Optimum definition of equivalent non-linear SDF system in pushover procedure of multistory r/c frames. Engineering Structures Journal v.27, 5, April, pp ). (11 references by third authors). 82) Doudoumis N, Kotanidis C, Doudoumis I A Comparative study on Static Push-Over and Time-History Analysis Methods In base Isolated Buildings. 1 st European Conference on Earthquake Engineering and Seismology. Switzerland, 3-8 September 2006, Geneva. Paper number ) (in Greek). Κοτανίδης Χ, ουδούμης Ν, ουδούμης Ι Συγκριτική μελέτη εφαρμογής των μεθόδων ανάλυσης «static pushover» και «time history» σε κατασκευές οπλισμένου σκυροδέματος. Πρακτικά 15 ου Ελληνικού Συνεδρίου Σκυροδέματος, Οκτωβρίου 2006, Αλεξανδρούπολη, τόμος Β σελ ) Kaltaksi M.Y., Yanuz G., Arslan M.H., The effects of column cross section to frame ductility in rc frames having poor seismic performance. Journal of Engineering and Applied Sciences Medwell Journals, 2 (10): pp ) Attard T, Fafitis A Optimal seismic analysis of degrading planar frames using a weighted energy method to associate inelastic mode shapes: Part II application. Engineering Structures Journal, Elsevier, 29, pp ) Taranpreet Singth, Seismic Evaluation of reinforced Concrete Buildings. Master of Engineering Thesis, Department of Civil Engineering, Thapar Institute of Engineering & Technology (deemed university), India. March 5, Pages ) Wang J, Li S, Liu Y, Kang C Parameter estimate of nonlinear dynamic properties of elastic-plastic system based on genetic algorithm. Journal of Computational Information Systems,Volume 4, Issue 6, December 2008, pp ) (in Greek). Παναγόπουλος Γ, Κάππος Α ιγραμμική προσέγγιση διαγραμμάτων μεγεθών δυνάμεωνπαραμορφώσεων. Πρακτικά 16 ου Πανελλήνιου Συνέδριου Σκυροδέματος, Οκτωβρίου 2009, Πάφος Κύπρος. Paper ) (In Greek). Κοτανίδης Χρήστος Ενεργειακή θεώρηση της ανελαστικής στατικής ανάλυσης (static pushover) για την εκτίμηση της σεισμικής συμπεριφοράς των κατασκευών. ιδακτορική ιατριβή, Τμήμα Πολιτικών Μηχανικών Πολυτεχνικής Σχολής ΑΠΘ, Απρίλιος ) Arslan M.H., Yuksel I., Kaltakci M.Y An investigation on global ductility of strengthened rc frames. ICE- Structures and Buildings Journal, volume 163 (2010), issue 3, June 2010, pp ) Arslan M.H An evaluation of effective design parameters on earthquake performance of rc buildings using neural networks. Engineering Structures Journal, volume 32, Issue 7, July 2010, pp

16 16 92) Pham Thi Hue Chi Seismic Performance Evaluation of RC Structures Designed by Vietnamese Code. Doctoral Thesis M , Department of Construction Engineering, National Taiwan University of Science and Technology. July 27, Viet-Nam Pages Karakostas Ch, Lekidis V, Makarios T, Salonikios Th, Sous I, Demosthenous M Seismic response of structures and infrastructure facilities during the Lefkada, Greece Earthquake of 14/8/2003. Engineering Structures Journal, 27, pp (9 references by third authors). 93) Giarlelis C, Lekka D, Mylonakis G, Anagnostopoulos S, Karabalis D, Vgenopoulou Ir Performance of a 3-storey RC strucuture on Soft Soil in the M6.4 Lefkada, 2003, Earthquake. 1 st European Conference on Earthquake Engineering and Seismology. Switzerland, 3-8 September 2006, Geneva. Paper number ) Arslan M, Korkmaz H What is to be learned from damage and failure of reinforced concrete structures during recent earthquakes in Turkey? Engineering Failure Analysis Journal. ELSEVIER, vol.14, issue 1, Janouary 2007, pp ) Tesfamariam S, Saatcioglu M Risk-based seismic evaluation of reinforced concrete buildings. Earthquake Spectra Journal, volume 24, issue 3, (August 2008), pp ) Herrera R., Soberon C Influence of plan irregularity of buildings. Proceedings of the 14 th World Conference on Earthquake Engineering (14WCEE), October 12-17, Beijing, China. Paper ID: ) Zeris C, Giannitsas P, Alexandropoulos K Response spectra of rc rocking structures on inelastic base floor support. Proceedings of the 14 th World Conference on Earthquake Engineering (14WCEE), October 12-17, Beijing, China. Paper ID: ) (in Greek). Γιαρλέλης Χ, Λέκκα, Μυλωνάκης Γ, Αναγνωστόπουλος Σ, Καράμπαλης, Βγενόπουλου Ε Συμπεριφορά τριώροφου κτιρίου σε μαλακό έδαφος κατά το σεισμό της Λευκάδας της 14/8/2003. Πρακτικά 3 ου Πανελλήνιου Συνέδριου Αντισεισμικής Μηχανικής & Τεχνικής Σεισμολογίας (3 ο ΠΣΑΜΤΣ), 5-7 Νοεμβρίου, 2008, Ξενοδοχείο Caravel, Αθήνα. Άρθρο 1906 σε CD. 99) Arslan H Application of ANN to evaluate effective parameters affecting failure load and displacement of RC buildings. Natural Hazards & Earth System. Sciences, volume 9, number 3, pp ) Herrera G.R, Carboney A.J., Lopez N.C., Sibaja R.A Quantitative effects of soft-storey in low masonry buildings in the Mexican Pacific Coasts. Proccedings of the 9 th U.S. National and 10 th Canadian Conference on Earthquake Engineering. July 25-29, Toronto, Ontario, Canada, paper ) Cesi A, Contento A, Fanale L, Galeota D, Gattuli V, Lepidi M, Potenza F Structural performance of the historic and modern buildings of the University of L Aquila during the seismic events of April Engineering Structures Journal. Volume 32, issue 7, July 2010, pp Margaris B, Papaioannou Ch, Theodulidis N, Savaidis A, Anastasiadis A, Klimis N, Makra K, Demosthenous M, Karakostas Ch, Lekidis V, Makarios T, Salonikios T, Sous I, Carydis P, Lekkas E, Lozios S, Skourtsos E, Danamos G Preliminary Observations on the August 14, 2003, Lefkada Island (Western Greece) Earthquake. EERI Journal, Special Earthquake Report November 2003, pp1-12. (3 references by third authors). 102) Giarlelis C, Lekka D, Mylonakis G, Anagnostopoulos S, Karabalis D, Vgenopoulou Ir Performance of a 3-storey RC strucuture on Soft Soil in the M6.4 Lefkada, 2003, Earthquake. 1 st European Conference on Earthquake Engineering and Seismology. Switzerland, 3-8 September 2006, Geneva. Paper number ) (in Greek). Γιαρλέλης Χ, Λέκκα, Μυλωνάκης Γ, Αναγνωστόπουλος Σ, Καράμπαλης, Βγενόπουλου Ε Συμπεριφορά τριώροφου κτιρίου σε μαλακό έδαφος κατά το σεισμό της Λευκάδας της 14/8/2003. Πρακτικά 3 ου Πανελλήνιου Συνέδριου Αντισεισμικής Μηχανικής & Τεχνικής Σεισμολογίας (3 ο ΠΣΑΜΤΣ), 5-7 Νοεμβρίου, 2008, Ξενοδοχείο Caravel, Αθήνα. Άρθρο 1906 σε CD. 104) (in Greek). Sextos A, Katsanos E, Georgiou A, Manolis G EC-8 Based selection and scaling of accelerograms for assessment of the response of a 5-story, irregular r/c building. Proceedings of Computational Methods in structural Dynamics and Earthquake Engineering (COMPDYN2009), Rhodes, Greece, June 2009, paper Researchers of ITSAK: Anastasiadis A, Demetriou P, Demosthenous M, Theodulidis N, Karakostas Ch, Klimis N, Lekidis V, Makarios T, Makra K, Margaris B, Papaioannou Ch,, Savaidis A, Salonikios T, Sous I The Lefkas Earthquake (Μ=6.2), August 14, 2003]. Strong Ground Motion & its results on builded/natural environment. Special issue in book-form, TEE: ISBN: X, (2 references by third authors). 105) Giarlelis C, Lekka D, Mylonakis G, Anagnostopoulos S, Karabalis D, Vgenopoulou Ir Performance of a 3-storey RC strucuture on Soft Soil in the M6.4 Lefkada, 2003, Earthquake. 1 st European Conference on Earthquake Engineering and Seismology. Switzerland, 3-8 September 2006, Geneva. Paper number ) (in Greek). Γιαρλέλης Χ, Λέκκα, Μυλωνάκης Γ, Αναγνωστόπουλος Σ, Καράμπαλης, Βγενόπουλου Ε Συμπεριφορά τριώροφου κτιρίου σε μαλακό έδαφος κατά το σεισμό της Λευκάδας της 14/8/2003. Πρακτικά 3 ου Πανελλήνιου Συνέδριου Αντισεισμικής Μηχανικής & Τεχνικής Σεισμολογίας (3 ο ΠΣΑΜΤΣ), 5-7 Νοεμβρίου, 2008, Ξενοδοχείο Caravel, Αθήνα. Άρθρο 1906 σε CD.

17 Karakostas Ch, Makarios T, Lekidis V, Salonikios T, Sous I, Makra K, Anastasiadis A, Klimis N, Dimitriou P, Margaris B, Papaioannou Ch, Theodulidis N and Savvaidis A The Kythira (Greece) Earthquake of January 8, 2006: Preliminary Report on Strong Motion Data, Geotechnical and Structural Damage. EERI Learning from Earthquakes report (after review), at: (1 reference by third author). 107) Konstantinou, K.I., Kalogeras, I.S., Melis, N.S., Kourouzidis, M.C., Stavrakakis, G.N The 8 January 2006 earthquake (M W 6.7) offshore Kythira Island, southern Greece: Seismological, strong-motion, and macroseismic observations of an intermediate-depth event. Seismological Research Letters 77 (5), pp Makarios T Optimum Torsion Axis To Multistory Buildings By Using The Continuous Model Of The Structure. Journal of the Structural Design of Tall & Special Buildings, 14, 1, March, pp (4 references by third authors). 108) Tehranizabeth M., Meshkat Dini A Response of Tall Buildings Structures using Panel elements with in-plane rotational Stiffness. Report by Department of Civil & Environmental Engineering, Amir Kabir University of Technology, Tehran IRAN, Pages ) Georgoussis G. (2008). Code Provisions for Static Eccentricities in Asymmetric Structures. Proceedings of the 4th International Conference on Advances in Structural Engineering and Mechanics (ASEM'08), Jeju Korea, May 2008 (Paper No SPN146). 110) Georgoussis G. (2010). Design Eccentricities in asymmetric buildings. Earthquakes and Structures Journal, Vol.1, No.2, (2010), (Techno-press, ISSN: online). 111) Georgoussis G. (2011). The Use of Modal Rigidity Centre for Assessing Code Provisions in Asymmetric Buildings. Proccedings of the Twelfth East Asia-Pacific Conference on Structural Engineering and Construction (EASEC- 12). Hong Kong Special Administrative Region, China, January 2011(Paper No EASEC12-324) 16. Makarios T, Demosthenous M Seismic Response of Traditional Buildings of Lefkas Island, Greece. Engineering Structures Journal, v.28, 2, January, pp (1 reference by third author). 112) (in Greek). Κάππος Α, Κουρής Λ-Α Προσομοίωση παραδοσιακών κατασκευών από ξυλόπηκτη τοιχοποιία. Πρακτικά 3 ου Πανελλήνιου Συνέδριου Αντισεισμικής Μηχανικής & Τεχνικής Σεισμολογίας (3 ο ΠΣΑΜΤΣ), 5-7 Νοεμβρίου, 2008, Ξενοδοχείο Caravel, Αθήνα. Άρθρο 2013 σε CD. 34. Karakostas Ch, Lekidis V, Salonikios Τ, Makarios T, Sous I., Papadimitriou C, Karamanos S, Christodoulou K and Panetsos P Structural Identification of Bridges Based on Ambient Vibration Measurements. First European Conference on Earthquake Engineering and Seismology, Geneva, Switzerland, 3-8 September 2006, paper 1263, (in CD-ROM). (1 reference by third author). 113) (in Greek). Σέξτος Α, Κάππος Α. Ασύγχρονη σεισμική διέγερση γεφυρών στην πράξη. Πρακτικά 3 ου Πανελλήνιου Συνέδριου Αντισεισμικής Μηχανικής & Τεχνικής Σεισμολογίας (3 ο ΠΣΑΜΤΣ), 5-7 Νοεμβρίου, 2008, Ξενοδοχείο Caravel, Αθήνα. Άρθρο 1851 σε CD. 22. Margaris B., Papaioannou C., Theodoulidis N., Savvaidis A., Klimis N., Makra K., Demosthenous M., Karakostas C., Lekidis V., Makarios T., Salonikios T. (ITSAK), Athanasopoulos G., Mylonakis G., Papantopoulos C., Efthimiadou V., Kloukinas P., Ordonez I., Vlachakis V. (Department of Civil Engineering of University of Patras), Stewart J. (University of California of Los Angeles) Preliminary Report on the Principal Seismological and Engineering Aspects of the M w =6.5 Achaia-Ilia (Greece) Earthquake on 8 June (after review) Report for Web Dissemination Geotechnical Earthquake Reconnaissance Web Site: ce_2008_index.html.(1 reference by third author). 114) Konstantinou K, Melis N, Lee S, Evangelidis C, Boukouras K Rapture process and aftershocks relocation of the 8 June 2008 Mw 6.4 Earthquake in Northwest Peloponnese, Western Greece. Journal of Bulletin of the Seismological Society of America. Dec 2009, vol.99, νο 6, pp Makarios T Equivalent Non-Linear SDF system of spatial asymmetric multistory buildings in pushover procedure. Theory & Applications. Journal of the Structural Design of Tall & Special Buildings, 18,7, (November 2009) pp (2 references by third authors). 115) (in Greek). Κοτανίδης Χρήστος Ενεργειακή θεώρηση της ανελαστικής στατικής ανάλυσης (static pushover) για την εκτίμηση της σεισμικής συμπεριφοράς των κατασκευών. ιδακτορική ιατριβή, Τμήμα Πολιτικών Μηχανικών Πολυτεχνικής Σχολής ΑΠΘ, Απρίλιος 2009.

18 18 116) Koren D, Kilar V. (2011). The applicability of the N2 method to the estimation of torsional effects in asymmetric baseisolated buildings. Earthquake Engineering & Structural Dynamics Journal. On line published, October 15, Makarios T Static Pushover Analysis. The theoretical background and its application. Lecture Notes in book-form for graduate Civil Engineers for using by the National Centre for Public Administartion, Athens, pages 87, (in Greek).(1 reference by third author). 117) (in Greek). Κοτανίδης Χρήστος Ενεργειακή θεώρηση της ανελαστικής στατικής ανάλυσης (static pushover) για την εκτίμηση της σεισμικής συμπεριφοράς των κατασκευών. ιδακτορική ιατριβή, Τμήμα Πολιτικών Μηχανικών Πολυτεχνικής Σχολής ΑΠΘ, Απρίλιος Drougias D, Makarios T Investigation of the role of masonry in seismic response of building using nonlinear analysis. Proceedings of 2 nd National Conference on Earthquake Engineering and Engineering Seismology, Thessaloniki, Vol. A, pp (in Greek). (1 reference by third author). 118) (in Greek). Αναγνωστόπουλος Κ Αποτίμηση σεισμικής συμπεριφοράς σε κτίριο με pilotis και ενίσχυση αυτής με περιμετρικά τοιχώματα. Πρακτικά 15 ου Φοιτητικού Συνεδρίου με τίτλο «Επισκευές Κατασκευών», Πανεπιστήμιο Πάτρας, Φεβρουάριος Makarios T, Lekidis V, Kappos A, Karakostas Ch, Moschonas J Development of seismic vulnerability curves for a bridge with elastomeric bearings. Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, ECCOMAS-COMPDYN-2007, Rethymno, Crete, Greece June 13-16, (paper 1516 in CD-ROM).(2 references by third authors). 119) Liolios, As., Liolios, An. & Panetsos, P. (2009), Seismic Structural Mechanics: Vulnerability Functions for Bridges of Egnatia Motorway in Northern Greece, Proceedings of the 11th National Congress on Theoretical and Applied Mechanics (CD-ROM), Borovets, Bulgaria, September 2-5, Paper No ) Panetsos, P. & Liolios, A. (2010), Seismic Vulnerability Functions for a Bridge Case of Egnatia Motorway, In A.J. Kappos (Ed.): Aseismic design and construction in Egnatia Odos: The highway connecting Epirus through Macedonia to Thrace and the eastern border of Greece, ZITI Publications, Thessaloniki, pp Makarios T Practical calculation of the torsional stiffness radius of multistorey tall buildings. Journal of the Structural Design of Tall & Special Buildings, 17,1, (March) pp (2 references by third authors). 121) Georgoussis G. (2010). Design Eccentricities in asymmetric buildings. Earthquakes and Structures Journal, Vol.1, No.2, (2010), (Techno-press, ISSN: online). 122) Georgoussis G. (2011). The Use of Modal Rigidity Centre for Assessing Code Provisions in Asymmetric Buildings. Proccedings of the Twelfth East Asia-Pacific Conference on Structural Engineering and Construction (EASEC- 12). Hong Kong Special Administrative Region, China, January 2011(Paper No EASEC12-324) 17.Makarios T, Athanatopoulou AM, Xenidis H Numerical verification of Properties of the fictitious elastic axis in asymmetric multistorey buildings. Journal of the Structural Design of Tall & Special Buildings, 15, 3, September, pp (2 references by third authors). 123) Georgoussis G. (2010). Design Eccentricities in asymmetric buildings. Earthquakes and Structures Journal, Vol.1, No.2, (2010), (Techno-press, ISSN: online). 124) Georgoussis G. (2011). The Use of Modal Rigidity Centre for Assessing Code Provisions in Asymmetric Buildings. Proccedings of the Twelfth East Asia-Pacific Conference on Structural Engineering and Construction (EASEC- 12). Hong Kong Special Administrative Region, China, January 2011(Paper No EASEC12-324) 66.Karakostas Ch, Lekidis V, Salonikios Th, Makarios T, Sous I Rapid visual screening of public buildings in the town of Grevena within a natural risk management system. Proceedings of the 3 rd Hellenic Conference on Earthquake Engineering and Engineering Seismology, November 5-7, Athens, paper 1985 (in Greek). (1 reference by third author). 125) Papadopoulou I, Savvaidis P, Tziavos I Using the SyNaRMa system as a disaster management tool. Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Volume 55 / 2010, DOI: /s , (υπό έκδοση)published online: 7 October 2010.

List of Graduate Level Courses in Civil Engineering

List of Graduate Level Courses in Civil Engineering List of Graduate Level Courses in Civil Engineering Students should visit the York University courses web site for a listing of courses being offered (https://w2prod.sis.yorku.ca/apps/webobjects/cdm) during

More information

Vincenzo Gattulli. Dipartimento di Ingegneria Civile, Edile-Architettura, Ambientale Università di L Aquila, Italy.

Vincenzo Gattulli. Dipartimento di Ingegneria Civile, Edile-Architettura, Ambientale Università di L Aquila, Italy. APPLICAZIONI AVANZATE NEL CAMPO DEL CONTROLLO STRUTTURALE E MONITORAGGIO DI INTEGRITÀ SUCCESSIVAMENTE AL TERREMOTO DEL 29 A L AQUILA Vincenzo Gattulli Dipartimento di Ingegneria Civile, Edile-Architettura,

More information

Miss S. S. Nibhorkar 1 1 M. E (Structure) Scholar,

Miss S. S. Nibhorkar 1 1 M. E (Structure) Scholar, Volume, Special Issue, ICSTSD Behaviour of Steel Bracing as a Global Retrofitting Technique Miss S. S. Nibhorkar M. E (Structure) Scholar, Civil Engineering Department, G. H. Raisoni College of Engineering

More information

SEISMIC RETROFITTING OF STRUCTURES

SEISMIC RETROFITTING OF STRUCTURES SEISMIC RETROFITTING OF STRUCTURES RANJITH DISSANAYAKE DEPT. OF CIVIL ENGINEERING, FACULTY OF ENGINEERING, UNIVERSITY OF PERADENIYA, SRI LANKA ABSTRACT Many existing reinforced concrete structures in present

More information

Seismic Risk Prioritization of RC Public Buildings

Seismic Risk Prioritization of RC Public Buildings Seismic Risk Prioritization of RC Public Buildings In Turkey H. Sucuoğlu & A. Yakut Middle East Technical University, Ankara, Turkey J. Kubin & A. Özmen Prota Inc, Ankara, Turkey SUMMARY Over the past

More information

Seismic Risk Evaluation of a Building Stock and Retrofit Prioritization

Seismic Risk Evaluation of a Building Stock and Retrofit Prioritization Seismic Risk Evaluation of a Building Stock and Retrofit Prioritization Seismic risk assessment of large building stocks can be conducted at various s depending on the objectives, size of the building

More information

Seismic Isolated Hospital Design Practice in Turkey: Erzurum Medical Campus

Seismic Isolated Hospital Design Practice in Turkey: Erzurum Medical Campus Seismic Isolated Hospital Design Practice in Turkey: Erzurum Medical Campus J. Kubin, D. Kubin, A. Özmen, O.B. Şadan, E. Eroğlu Prota Engineering Design and Consultancy Services Inc. H. Sucuoğlu, S. Akkar

More information

SEISMIC RETROFIT DESIGN CRITERIA

SEISMIC RETROFIT DESIGN CRITERIA SEISMIC RETROFIT DESIGN CRITERIA British Columbia Ministry of Transportation June 30, 2005 Prepared by: Recommended by: Approved by: Don Kennedy, P.Eng., Associated Engineering (BC) Sharlie Huffman, P.

More information

ASCE 41 Seismic Rehabilitation of Existing Buildings

ASCE 41 Seismic Rehabilitation of Existing Buildings ASCE 41 Seismic Rehabilitation of Existing Buildings Presentation Topics: 1. How to define a Rehabilitation Objective per ASCE 41. 2. Data Collection and Testing. 3. Analysis Requirements. 4. Modeling.

More information

CEE 227 -- Earthquake Resistant Design. General Information

CEE 227 -- Earthquake Resistant Design. General Information University of California at Berkeley Civil and Environmental Engineering Instructor: Stephen A. Mahin Spring Semester 2007 CEE 227 -- Earthquake Resistant Design General Information Course Objectives This

More information

Seismic performance evaluation of an existing school building in Turkey

Seismic performance evaluation of an existing school building in Turkey CHALLENGE JOURNAL OF STRUCTURAL MECHANICS 1 (4) (2015) 161 167 Seismic performance evaluation of an existing school building in Turkey Hüseyin Bilgin * Department of Civil Engineering, Epoka University,

More information

Specification for Structures to be Built in Disaster Areas

Specification for Structures to be Built in Disaster Areas Ministry of Public Works and Settlement Government of Republic of Turkey Specification for Structures to be Built in Disaster Areas PART III - EARTHQUAKE DISASTER PREVENTION (Chapter 5 through Chapter

More information

At a Glance A short portrait of the Technical University of Crete

At a Glance A short portrait of the Technical University of Crete At a Glance A short portrait of the Technical University of Crete Contact: Technical University of Crete Public & International Relations Department University Campus Akrotiri 731 00 Chania Crete Greece

More information

Nonlinear Static Procedures on the Seismic Assessment of Existing Plan Asymmetric Buildings

Nonlinear Static Procedures on the Seismic Assessment of Existing Plan Asymmetric Buildings The World Congress on Advances in Structural Engineering and Mechanics (ASEM' + ) Seoul, Korea, 8- September, Nonlinear Static Procedures on the Seismic Assessment of Existing Plan Asymmetric Buildings

More information

AN IMPROVED SEISMIC DESIGN APPROACH FOR TWO-COLUMN REINFORCED CONCRETE BENTS OVER FLEXIBLE FOUNDATIONS WITH PREDEFINED DAMAGE LEVELS

AN IMPROVED SEISMIC DESIGN APPROACH FOR TWO-COLUMN REINFORCED CONCRETE BENTS OVER FLEXIBLE FOUNDATIONS WITH PREDEFINED DAMAGE LEVELS AN IMPROVED SEISMIC DESIGN APPROACH FOR TWO-COLUMN REINFORCED CONCRETE BENTS OVER FLEXIBLE FOUNDATIONS WITH PREDEFINED DAMAGE LEVELS ABSTRACT: T. Yılmaz 1 ve A. Caner 2 1 Araştırma Görevlisi, İnşaat Müh.

More information

EVALUATION OF SEISMIC RESPONSE - FACULTY OF LAND RECLAMATION AND ENVIRONMENTAL ENGINEERING -BUCHAREST

EVALUATION OF SEISMIC RESPONSE - FACULTY OF LAND RECLAMATION AND ENVIRONMENTAL ENGINEERING -BUCHAREST EVALUATION OF SEISMIC RESPONSE - FACULTY OF LAND RECLAMATION AND ENVIRONMENTAL ENGINEERING -BUCHAREST Abstract Camelia SLAVE University of Agronomic Sciences and Veterinary Medicine of Bucharest, 59 Marasti

More information

Earthquake tragedy and application of seismic isolation, energy dissipation and other seismic control systems to protect structures in China

Earthquake tragedy and application of seismic isolation, energy dissipation and other seismic control systems to protect structures in China Research & development Earthquake tragedy and application of seismic isolation, energy dissipation and other seismic control systems to protect structures in China 90% of the Chinese territory is seismic.

More information

SEISMIC CAPACITY OF EXISTING RC SCHOOL BUILDINGS IN OTA CITY, TOKYO, JAPAN

SEISMIC CAPACITY OF EXISTING RC SCHOOL BUILDINGS IN OTA CITY, TOKYO, JAPAN SEISMIC CAPACITY OF EXISTING RC SCHOOL BUILDINGS IN OTA CITY, TOKYO, JAPAN Toshio OHBA, Shigeru TAKADA, Yoshiaki NAKANO, Hideo KIMURA 4, Yoshimasa OWADA 5 And Tsuneo OKADA 6 SUMMARY The 995 Hyogoken-nambu

More information

STUDY OF DAM-RESERVOIR DYNAMIC INTERACTION USING VIBRATION TESTS ON A PHYSICAL MODEL

STUDY OF DAM-RESERVOIR DYNAMIC INTERACTION USING VIBRATION TESTS ON A PHYSICAL MODEL STUDY OF DAM-RESERVOIR DYNAMIC INTERACTION USING VIBRATION TESTS ON A PHYSICAL MODEL Paulo Mendes, Instituto Superior de Engenharia de Lisboa, Portugal Sérgio Oliveira, Laboratório Nacional de Engenharia

More information

ACADEMIC PROFILE FOREIGN LANGUAGES. Date of Birth : 05.11.1972

ACADEMIC PROFILE FOREIGN LANGUAGES. Date of Birth : 05.11.1972 C U R R I C U L U M V I T A E 1 First Name Last Name : Marina : Vassiliou Date of Birth : 05.11.1972 e-mail : mvas@ilsp.gr ACADEMIC PROFILE 1995 2001 Currently BA in Philology (Specialisation: ) Graduation

More information

(Dec. '13 present) Assistant Professor, Department of Civil and Environmental Engineering, University of Cyprus.

(Dec. '13 present) Assistant Professor, Department of Civil and Environmental Engineering, University of Cyprus. DIMITRIOS LOUKIDIS Department of Civil and Environmental Engineering University of Cyprus P.O. Box 20537 1678 Nicosia, CYPRUS e-mail: loukdis@ucy.ac.cy tel : +357 22892192 fax : +357 22895080 Personal

More information

REVISION OF GUIDELINE FOR POST- EARTHQUAKE DAMAGE EVALUATION OF RC BUILDINGS IN JAPAN

REVISION OF GUIDELINE FOR POST- EARTHQUAKE DAMAGE EVALUATION OF RC BUILDINGS IN JAPAN 10NCEE Tenth U.S. National Conference on Earthquake Engineering Frontiers of Earthquake Engineering July 21-25, 2014 Anchorage, Alaska REVISION OF GUIDELINE FOR POST- EARTHQUAKE DAMAGE EVALUATION OF RC

More information

Retrofitting of RCC Structure WIH Strengthening of Shear Wall with External Post Tensioning Cables

Retrofitting of RCC Structure WIH Strengthening of Shear Wall with External Post Tensioning Cables Retrofitting of RCC Structure WIH Strengthening of Shear Wall with External Post Tensioning Cables Yogesh Ghodke, G. R. Gandhe Department of Civil Engineering, Deogiri Institute of Engineering and Management

More information

DEVELOPMENT AND APPLICATIONS OF TUNED/HYBRID MASS DAMPERS USING MULTI-STAGE RUBBER BEARINGS FOR VIBRATION CONTROL OF STRUCTURES

DEVELOPMENT AND APPLICATIONS OF TUNED/HYBRID MASS DAMPERS USING MULTI-STAGE RUBBER BEARINGS FOR VIBRATION CONTROL OF STRUCTURES 13 th World Conference on Earthquake Engineering Vancouver, B.C., Canada August 1-6, 2004 Paper No. 2243 DEVELOPMENT AND APPLICATIONS OF TUNED/HYBRID MASS DAMPERS USING MULTI-STAGE RUBBER BEARINGS FOR

More information

Curriculum Vitae. George Breyiannis. Mechanical Engineer, PhD

Curriculum Vitae. George Breyiannis. Mechanical Engineer, PhD Curriculum Vitae George Breyiannis Mechanical Engineer, PhD Sep 2006 Personal Nationality: Greek/Australian Place/Date of birth: Melbourne Australia, March 13, 1968. Marital status: Married, two children.

More information

VERIFICATION OF THE METHOD FOR IMPROVING ACCURACY OF SIMPLIFIED SEISMIC RESPONSE ANALYSIS OF STEEL RIGID FRAME VIADUCTS

VERIFICATION OF THE METHOD FOR IMPROVING ACCURACY OF SIMPLIFIED SEISMIC RESPONSE ANALYSIS OF STEEL RIGID FRAME VIADUCTS International Journal of Civil Engineering and Technology (IJCIET) Volume 6, Issue 10, Oct 2015, pp. 46-61 Article ID: IJCIET_06_10_005 Available online at http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=6&itype=10

More information

METHODS FOR ACHIEVEMENT UNIFORM STRESSES DISTRIBUTION UNDER THE FOUNDATION

METHODS FOR ACHIEVEMENT UNIFORM STRESSES DISTRIBUTION UNDER THE FOUNDATION International Journal of Civil Engineering and Technology (IJCIET) Volume 7, Issue 2, March-April 2016, pp. 45-66, Article ID: IJCIET_07_02_004 Available online at http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=7&itype=2

More information

SEISMIC RETROFITTING OF REINFORCED CONCRETE BUILDINGS USING TRADITIONAL AND INNOVATIVE TECHNIQUES

SEISMIC RETROFITTING OF REINFORCED CONCRETE BUILDINGS USING TRADITIONAL AND INNOVATIVE TECHNIQUES ISET Journal of Earthquake Technology, Paper No. 454, Vol. 42, No. 2-3, June-September 25, pp. 21-46 SEISMIC RETROFITTING OF REINFORCED CONCRETE BUILDINGS USING TRADITIONAL AND INNOVATIVE TECHNIQUES Giuseppe

More information

EFFECT OF POSITIONING OF RC SHEAR WALLS OF DIFFERENT SHAPES ON SEISMIC PERFORMANCE OF BUILDING RESTING ON SLOPING GROUND

EFFECT OF POSITIONING OF RC SHEAR WALLS OF DIFFERENT SHAPES ON SEISMIC PERFORMANCE OF BUILDING RESTING ON SLOPING GROUND International Journal of Civil Engineering and Technology (IJCIET) Volume 7, Issue 3, May June 2016, pp. 373 384, Article ID: IJCIET_07_03_038 Available online at http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=7&itype=3

More information

Curriculum Vitae of. Vicky G. Papadopoulou

Curriculum Vitae of. Vicky G. Papadopoulou Curriculum Vitae of Vicky G. Papadopoulou Personal Information Full Name: Vicky G. Papadopoulou Home Address: Odysseos 23, Strovolos, PO Box 2040, Nicosia, Cyprus Phones: Office: +357 22 713046 Email:

More information

Performance-based Evaluation of the Seismic Response of Bridges with Foundations Designed to Uplift

Performance-based Evaluation of the Seismic Response of Bridges with Foundations Designed to Uplift Performance-based Evaluation of the Seismic Response of Bridges with Foundations Designed to Uplift Marios Panagiotou Assistant Professor, University of California, Berkeley Acknowledgments Pacific Earthquake

More information

SEISMIC DESIGN OF MULTI-STORY BUILDINGS WITH METALLIC STRUCTURAL FUSES. R. Vargas 1 and M. Bruneau 2 ABSTRACT

SEISMIC DESIGN OF MULTI-STORY BUILDINGS WITH METALLIC STRUCTURAL FUSES. R. Vargas 1 and M. Bruneau 2 ABSTRACT Proceedings of the 8 th U.S. National Conference on Earthquake Engineering April 18-22, 26, San Francisco, California, USA Paper No. 28 SEISMIC DESIGN OF MULTI-STORY BUILDINGS WITH METALLIC STRUCTURAL

More information

Structural Retrofitting For Earthquake Resistance

Structural Retrofitting For Earthquake Resistance Structural Retrofitting For Earthquake Resistance Ruben Boroschek WHO Disaster Mitigation in Health Facilities University of Chile rborosch@ing.uchile.cl www.hospitalseguro.cl The following paper is part

More information

Distribution of Forces in Lateral Load Resisting Systems

Distribution of Forces in Lateral Load Resisting Systems Distribution of Forces in Lateral Load Resisting Systems Part 2. Horizontal Distribution and Torsion IITGN Short Course Gregory MacRae Many slides from 2009 Myanmar Slides of Profs Jain and Rai 1 Reinforced

More information

ASSESSMENT AND RETROFITTING OF EXISTING RC BUILDINGS IN VIETNAM IN TERMS OF EARTHQUAKE RESISTANCES

ASSESSMENT AND RETROFITTING OF EXISTING RC BUILDINGS IN VIETNAM IN TERMS OF EARTHQUAKE RESISTANCES GEM-SEA Workshop on Seismic Vulnerability of Buildings Nanyang Technological University, Singapore 1 st July 2013 ASSESSMENT AND RETROFITTING OF EXISTING RC BUILDINGS IN VIETNAM IN TERMS OF EARTHQUAKE

More information

CURRICULUM VITAE - OURANIA KOUVOU

CURRICULUM VITAE - OURANIA KOUVOU CURRICULUM VITAE - OURANIA KOUVOU Address: 16 Akarnanias str., Athens, Greece 152 31 Tel/Fax: 210 6727 488 E-mail: okovo@otenet.gr EDUCATION AND QUALIFICATIONS 1987-90 Doctorate in Art Theory and Education,

More information

Seismic Evaluation and Retrofitting of RC Building by Using Energy Dissipating Devices

Seismic Evaluation and Retrofitting of RC Building by Using Energy Dissipating Devices Seismic Evaluation and Retrofitting of RC Building by Using Energy Dissipating Devices S. I. Khan 1, Prof. P. O. Modani 2 1(Department of Civil Engineering, B.N.C.O.E, Pusad) 2(Assist. Professor Department

More information

ANDREA DALL'ASTA. Prof. Structural Engineering School of Architecture and Design University of Camerino. Curriculum Vitae

ANDREA DALL'ASTA. Prof. Structural Engineering School of Architecture and Design University of Camerino. Curriculum Vitae ANDREA DALL'ASTA Prof. Structural Engineering School of Architecture and Design University of Camerino Curriculum Vitae PERSONAL EDUCATION EMPLOYMENT UNIVERSITY EXPERIENCE TEACHING MEMBERSHIPS, EDITORIAL

More information

Approved on 10.02.04 By the Council of the Department of Mechanical and Structural Engineering

Approved on 10.02.04 By the Council of the Department of Mechanical and Structural Engineering UNIVERSITÁ DEGLI STUDI DI TRENTO DIPARTIMENTO DI INGEGNERIA MECCANICA E STRUTTURALE UNIVERSITÀ DEGLI STUDI DI TRENTO DIPARTIMENTO DI INGEGNERIA MECCANICA E STRUTTURALE EXECUTIVE REGULATIONS OF THE GRADUATE

More information

SEISMIC ANALYSIS AND RETROFITTING OF R.C.C STRUCTURE

SEISMIC ANALYSIS AND RETROFITTING OF R.C.C STRUCTURE International Journal of Advanced Research in Biology Engineering Science and Technology (IJARBEST) Vol., Issue, April 1 SEISMIC ANALYSIS AND RETROFITTING OF R.C.C STRUCTURE M.R.NAVANEETHA KRISHNAN 1,

More information

Rehabilitation of a 1985 Steel Moment- Frame Building

Rehabilitation of a 1985 Steel Moment- Frame Building Rehabilitation of a 1985 Steel Moment- Frame Building Gregg Haskell, a) M.EERI A 1985 steel moment frame is seismically upgraded using passive energy dissipation, without adding stiffness to the system.

More information

Seismic Analysis and Design of Steel Liquid Storage Tanks

Seismic Analysis and Design of Steel Liquid Storage Tanks Vol. 1, 005 CSA Academic Perspective 0 Seismic Analysis and Design of Steel Liquid Storage Tanks Lisa Yunxia Wang California State Polytechnic University Pomona ABSTRACT Practicing engineers face many

More information

EXAMPLE CALCULATIONS to the Requirements of BC3: 2013

EXAMPLE CALCULATIONS to the Requirements of BC3: 2013 EXAMPLE CALCULATIONS to the Requirements of BC3: 2013 NOTE 1. Whilst every effort has been made to ensure accuracy of the information contained in this design guide, the Building and Construction Authority

More information

CONTRASTING DISPLACEMENT DEMANDS OF DUCTILE STRUCTURES FROM TOHOKU SUBDUCTION TO CRUSTAL EARTHQUAKE RECORDS. Peter Dusicka 1 and Sarah Knoles 2

CONTRASTING DISPLACEMENT DEMANDS OF DUCTILE STRUCTURES FROM TOHOKU SUBDUCTION TO CRUSTAL EARTHQUAKE RECORDS. Peter Dusicka 1 and Sarah Knoles 2 CONTRASTING DISPLACEMENT DEMANDS OF DUCTILE STRUCTURES FROM TOHOKU SUBDUCTION TO CRUSTAL EARTHQUAKE RECORDS Abstract Peter Dusicka 1 and Sarah Knoles 2 With the impending Cascadia subduction zone event

More information

Seismic Rehabilitation of Les Jardins Westmount, Montreal (Quebec), Canada

Seismic Rehabilitation of Les Jardins Westmount, Montreal (Quebec), Canada Seismic Rehabilitation of Les Jardins Westmount, Montreal (Quebec), Canada M. Zarrabi & R. Bartosh BCA Consultants, Montreal, Quebec, Canada A. Pall Pall Dynamics Limited, Montreal, Canada SUMMARY The

More information

PERFORMANCE BASED SEISMIC EVALUATION AND RETROFITTING OF UNSYMMETRICAL MEDIUM RISE BUILDINGS- A CASE STUDY

PERFORMANCE BASED SEISMIC EVALUATION AND RETROFITTING OF UNSYMMETRICAL MEDIUM RISE BUILDINGS- A CASE STUDY Paper No. 682 PERFORMANCE BASED SEISMIC EVALUATION AND RETROFITTING OF UNSYMMETRICAL MEDIUM RISE BUILDINGS- A CASE STUDY Jimmy Chandra, Pennung Warnitchai, Deepak Rayamajhi, Naveed Anwar and Shuaib Ahmad

More information

CONTRIBUTION TO THE IAEA SOIL-STRUCTURE INTERACTION KARISMA BENCHMARK

CONTRIBUTION TO THE IAEA SOIL-STRUCTURE INTERACTION KARISMA BENCHMARK CONTRIBUTION TO THE IAEA SOIL-STRUCTURE INTERACTION KARISMA BENCHMARK Presented by F. Wang (CEA, France), CLUB CAST3M 2013 28/11/2013 5 DÉCEMBRE 2013 CEA 10 AVRIL 2012 PAGE 1 CONTRIBUTION TO THE IAEA SSI

More information

DESIGN SPECIFICATIONS FOR HIGHWAY BRIDGES PART V SEISMIC DESIGN

DESIGN SPECIFICATIONS FOR HIGHWAY BRIDGES PART V SEISMIC DESIGN DESIGN SPECIFICATIONS FOR HIGHWAY BRIDGES PART V SEISMIC DESIGN MARCH 2002 CONTENTS Chapter 1 General... 1 1.1 Scope... 1 1.2 Definition of Terms... 1 Chapter 2 Basic Principles for Seismic Design... 4

More information

4B-2. 2. The stiffness of the floor and roof diaphragms. 3. The relative flexural and shear stiffness of the shear walls and of connections.

4B-2. 2. The stiffness of the floor and roof diaphragms. 3. The relative flexural and shear stiffness of the shear walls and of connections. Shear Walls Buildings that use shear walls as the lateral force-resisting system can be designed to provide a safe, serviceable, and economical solution for wind and earthquake resistance. Shear walls

More information

A SYNERGIC DISSIPATION APPROACH TO RETROFIT FRAMED STRUCTURES WITH A SOFT FIRST STOREY

A SYNERGIC DISSIPATION APPROACH TO RETROFIT FRAMED STRUCTURES WITH A SOFT FIRST STOREY 9 th World Seminar on Seismic Isolation, Energy Dissipation and Active Vibration Control of Structures, Kobe, Japan, June 13-16, 2005 A SYNERGIC DISSIPATION APPROACH TO RETROFIT FRAMED STRUCTURES WITH

More information

DYNAMIC ANALYSIS ON STEEL FIBRE

DYNAMIC ANALYSIS ON STEEL FIBRE International Journal of Civil Engineering and Technology (IJCIET) Volume 7, Issue 2, March-April 2016, pp. 179 184, Article ID: IJCIET_07_02_015 Available online at http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=7&itype=2

More information

COMPUTATIONAL ENGINEERING OF FINITE ELEMENT MODELLING FOR AUTOMOTIVE APPLICATION USING ABAQUS

COMPUTATIONAL ENGINEERING OF FINITE ELEMENT MODELLING FOR AUTOMOTIVE APPLICATION USING ABAQUS International Journal of Advanced Research in Engineering and Technology (IJARET) Volume 7, Issue 2, March-April 2016, pp. 30 52, Article ID: IJARET_07_02_004 Available online at http://www.iaeme.com/ijaret/issues.asp?jtype=ijaret&vtype=7&itype=2

More information

Europass Curriculum Vitae

Europass Curriculum Vitae Europass Curriculum Vitae Personal information First name / Surname Addresses Telephones Anastasios STAMOU 21 Theagenous Str., 16121 Athens, GREECE (home). 5 Iroon Polytechniou Str., 15780 Zografou, Athens,

More information

G. Michele Calvi IUSS Pavia

G. Michele Calvi IUSS Pavia CONVEGNO SISMA ED ELEMENTI NON STRUTTURALI Approcci, Stati Limite e Verifiche Prestazionali Bologna 24 ottobre 2014 PROGETTO DI ELEMENTI NON STRUTTURALI SOGGETTI AD AZIONI SISMICHE G. Michele Calvi IUSS

More information

M.S. in Civil Engineering

M.S. in Civil Engineering M.S. in Civil Engineering M.S. in Civil Engineering Degree Requirements Students who do not have a bachelor's degree in civil engineering, but who want to obtain a master's degree in civil engineering

More information

NUMERICAL INVESTIGATION OF SEISMIC ISOLATION FOR SINGLE- TOWER CABLE STAYED BRIDGES

NUMERICAL INVESTIGATION OF SEISMIC ISOLATION FOR SINGLE- TOWER CABLE STAYED BRIDGES 13 th World Conference on Earthquake Engineering Vancouver, B.C., Canada August 1-6, 24 Paper No. 1552 NUMERICAL INVESTIGATION OF SEISMIC ISOLATION FOR SINGLE- TOWER CABLE STAYED BRIDGES Charles B. CHADWELL

More information

Vehicle-Bridge Interaction Dynamics

Vehicle-Bridge Interaction Dynamics Vehicle-Bridge Interaction Dynamics With Applications to High-Speed Railways Y. B. Yang National Taiwan University, Taiwan J. D. Yau Tamkang University, Taiwan Y. S. Wu Sinotech Engineering Consultants,

More information

Rehabilitation of Existing Foundation Building to Resist Lateral and Vertical Loads

Rehabilitation of Existing Foundation Building to Resist Lateral and Vertical Loads International Journal of Current Microbiology and Applied Sciences ISSN: 2319-7706 Volume 3 Number 12 (2014) pp. 950-961 http://www.ijcmas.com Original Research Article Rehabilitation of Existing Foundation

More information

EGYPTIAN CODES FOR DESIGN AND CONSTRUCTION OF BUILDINGS

EGYPTIAN CODES FOR DESIGN AND CONSTRUCTION OF BUILDINGS in the Euro-Mediterranean Area EGYPTIAN CODES FOR DESIGN AND CONSTRUCTION OF BUILDINGS By Prof. Amr Ezzat Salama Chairman of Housing, Building National Center Cairo, Egypt Former Minister of High Education

More information

Last modified: Dec. 2009

Last modified: Dec. 2009 Last modified: Dec. 2009 CURRICULUM VITAE Name: Uri Tzadka Affiliation: SCE Sami College of Engineering, Beer-Sheva, P.O.B. 950, 84100. Tel: +972-8-6475715. E-mail: uriz@sce.ac.il Tel: +972-77-3469740.

More information

MODELLING OF AN INFILL WALL FOR THE ANALYSIS OF A BUILDING FRAME SUBJECTED TO LATERAL FORCE

MODELLING OF AN INFILL WALL FOR THE ANALYSIS OF A BUILDING FRAME SUBJECTED TO LATERAL FORCE International Journal of Civil Engineering and Technology (IJCIET) Volume 7, Issue 1, Jan-Feb 2016, pp. 180-187, Article ID: IJCIET_07_01_015 Available online at http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=7&itype=1

More information

NONLINEAR BEHAVIOR AND FRAGILITY ASSESSMENT OF MULTI-STORY CONFINED MASONRY WALLS UNDER CYCLIC LOADS

NONLINEAR BEHAVIOR AND FRAGILITY ASSESSMENT OF MULTI-STORY CONFINED MASONRY WALLS UNDER CYCLIC LOADS International Journal of Civil Engineering and Technology (IJCIET) Volume 7, Issue 1, Jan-Feb 216, pp. 113-127, Article ID: IJCIET_7_1_1 Available online at http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=7&itype=1

More information

SEISMIC TESTING OF NON-STRUCTURAL COMPONENTS AND ASSESSMENT OF THE PRESCRIBED RESPONSE SPECTRUM

SEISMIC TESTING OF NON-STRUCTURAL COMPONENTS AND ASSESSMENT OF THE PRESCRIBED RESPONSE SPECTRUM NCEE Tenth U.S. National Conference on Earthquake Engineering Frontiers of Earthquake Engineering July -5, Anchorage, Alaska SEISMIC TESTING OF NON-STRUCTURAL COMPONENTS AND ASSESSMENT OF THE PRESCRIBED

More information

NIST GCR 10-917-9 Applicability of Nonlinear Multiple-Degree-of-Freedom Modeling for Design

NIST GCR 10-917-9 Applicability of Nonlinear Multiple-Degree-of-Freedom Modeling for Design NIST GCR 0-97-9 Applicability of Nonlinear Multiple-Degree-of-Freedom Modeling for Design NEHRP Consultants Joint Venture A Partnership of the Applied Technology Council and the Consortium of Universities

More information

EFFECTS ON NUMBER OF CABLES FOR MODAL ANALYSIS OF CABLE-STAYED BRIDGES

EFFECTS ON NUMBER OF CABLES FOR MODAL ANALYSIS OF CABLE-STAYED BRIDGES EFFECTS ON NUMBER OF CABLES FOR MODAL ANALYSIS OF CABLE-STAYED BRIDGES Yang-Cheng Wang Associate Professor & Chairman Department of Civil Engineering Chinese Military Academy Feng-Shan 83000,Taiwan Republic

More information

PUSHOVER ANALYSIS OF RC BUILDINGS WITH DIFFERENT NONLINEAR MODELS

PUSHOVER ANALYSIS OF RC BUILDINGS WITH DIFFERENT NONLINEAR MODELS PUSHOVER ANALYSIS OF RC BUILDINGS WITH DIFFERENT NONLINEAR MODELS ABSTRACT : M. Marques 1, D. Coutinho 2, R. Monteiro 1, R. Delgado 3 and A. Costa 4 1 Phd Student, Dept. of Structural Engineering, The

More information

Prepared For San Francisco Community College District 33 Gough Street San Francisco, California 94103. Prepared By

Prepared For San Francisco Community College District 33 Gough Street San Francisco, California 94103. Prepared By Project Structural Conditions Survey and Seismic Vulnerability Assessment For SFCC Civic Center Campus 750 Eddy Street San Francisco, California 94109 Prepared For San Francisco Community College District

More information

SEISMIC DESIGN OF HIGHWAY BRIDGES

SEISMIC DESIGN OF HIGHWAY BRIDGES Journal of Japan Association for Earthquake Engineering, Vol.4, No.3 (Special Issue), 2004 SEISMIC DESIGN OF HIGHWAY BRIDGES Kazuhiko KAWASHIMA 1 and Shigeki UNJOH 2 1 Member of JAEE, Professor, Department

More information

Mechanics of Materials and Structures Laboratory

Mechanics of Materials and Structures Laboratory Istituto di Scienza e Tecnologie dell Informazione A. Faedo Mechanics of Materials and Structures Laboratory http://www.isti.cnr.it/research/unit.php?unit=mms Institute of Information Science and Technologies

More information

The 14th World Conference on Earthquake Engineering October 12-17, 2008, Beijing, China

The 14th World Conference on Earthquake Engineering October 12-17, 2008, Beijing, China The 14th World Conference on Earthquake Engineering October 12-17, 2008, Beijing, China SEISMIC ASSESSMENT OF THE ARCHITECTURAL HERITAGE IN THE FATIH DISTRICT OF ISTANBUL P. Gülkan 1, Z. Ahunbay 2, Z.

More information

NUMERICAL ANALYSIS OF A HORIZONTALLY CURVED BRIDGE MODEL

NUMERICAL ANALYSIS OF A HORIZONTALLY CURVED BRIDGE MODEL 10NCEE Tenth U.S. National Conference on Earthquake Engineering Frontiers of Earthquake Engineering July 21-25, 2014 Anchorage, Alaska NUMERICAL ANALYSIS OF A HORIZONTALLY CURVED BRIDGE MODEL K. Kinoshita

More information

bi directional loading). Prototype ten story

bi directional loading). Prototype ten story NEESR SG: Behavior, Analysis and Design of Complex Wall Systems The laboratory testing presented here was conducted as part of a larger effort that employed laboratory testing and numerical simulation

More information

Client: Nederlandse Aardolie Maatschappij Arup Project Title: Groningen 2013 Structural Upgrading Study

Client: Nederlandse Aardolie Maatschappij Arup Project Title: Groningen 2013 Structural Upgrading Study Client: Nederlandse Aardolie Maatschappij Arup Project Title: Groningen 2013 REP/229746/SU003 Issue 29 November 2013 This report was prepared by Arup in November 2013 on the basis of a scope of services

More information

ResearchGate: https://www.researchgate.net/profile/r_barros

ResearchGate: https://www.researchgate.net/profile/r_barros Identification Name: Ricardo Freitas Lima da Silva Barros Date of birth: 31-01-1980 Nationality: Portuguese Marital status: Single Cellphone: (+351) 916 600 441 E-mail: RSBarros31@gmail.com Skype: RS_Barros

More information

SEISMIC APPROACH DESIGN COMPARISON BETWEEN

SEISMIC APPROACH DESIGN COMPARISON BETWEEN IABSE ANNUAL MEETING, LONDON, 19 TH SEPTEMBER 2011 SEISMIC APPROACH DESIGN COMPARISON BETWEEN IBC AND ITALIAN DM2008 Ing. Luca Zanaica Senior Structural Engineer Ing. Francesco Caobianco Senior Structural

More information

Dr Christos Anagnostopoulos. 1. Education. 2. Present employment. 3. Previous Appointments. Page 1 of 6

Dr Christos Anagnostopoulos. 1. Education. 2. Present employment. 3. Previous Appointments. Page 1 of 6 Dr Christos Anagnostopoulos 1. Education Ph.D. in Computer Science Department of Informatics & Telecommunications, National and Kapodistrian University of Athens, July 2008 Dissertation: Pervasive and

More information

Using Spring-Mass Models to Determine the Dynamic Response of Two-Story Buildings Subjected to Lateral Loads

Using Spring-Mass Models to Determine the Dynamic Response of Two-Story Buildings Subjected to Lateral Loads Using Spring-Mass Models to Determine the Dynamic Response of Two-Story Buildings Subjected to Lateral Loads S.T. De la Cruz, M.A. Rodríguez & V. Hernández Autonomous University of Ciudad Juárez, Ciudad

More information

CURRICULUM MASTER OF SCIENCE IN CIVIL AND STRUCTURAL ENGINEERING GENERAL SIR JOHN KOTELAWALA DEFENCE UNIVERSITY

CURRICULUM MASTER OF SCIENCE IN CIVIL AND STRUCTURAL ENGINEERING GENERAL SIR JOHN KOTELAWALA DEFENCE UNIVERSITY CURRICULUM MASTER OF SCIENCE IN CIVIL AND STRUCTURAL ENGINEERING GENERAL SIR JOHN KOTELAWALA DEFENCE UNIVERSITY (MEMBER OF THE ASSOCIATION OF COMMONWEALTH UNIVERSITIES AND INTERNATIONAL ASSOCIATION OF

More information

The Effect of Energy Dissipation Systems on the Four- Story Steel Structure by Comparing Them

The Effect of Energy Dissipation Systems on the Four- Story Steel Structure by Comparing Them European Online Journal of Natural and Social Sciences 2015; Vol.3, No.3 Special Issue on New Trends in Architecture, Civil Engineering, and Urban Studies ISSN 1805-3602 www.european-science.com The Effect

More information

SIESMIC SLOSHING IN CYLINDRICAL TANKS WITH FLEXIBLE BAFFLES

SIESMIC SLOSHING IN CYLINDRICAL TANKS WITH FLEXIBLE BAFFLES SIESMIC SLOSHING IN CYLINDRICAL TANKS WITH FLEXIBLE BAFFLES Kayahan AKGUL 1, Yasin M. FAHJAN 2, Zuhal OZDEMIR 3 and Mhamed SOULI 4 ABSTRACT Sloshing has been one of the major concerns for engineers in

More information

Earthquake Resistant Design and Risk Reduction. 2nd Edition

Earthquake Resistant Design and Risk Reduction. 2nd Edition Brochure More information from http://www.researchandmarkets.com/reports/2171210/ Earthquake Resistant Design and Risk Reduction. 2nd Edition Description: Earthquake Resistant Design and Risk Reduction,

More information

NON-DESTRUCTIVE LOAD TESTING OF A SINGLE-SPAN, CABLE-STAYED BRIDGE : TESTING DESIGN, INSTRUMENTATION& PRELIMINARY RESULTS

NON-DESTRUCTIVE LOAD TESTING OF A SINGLE-SPAN, CABLE-STAYED BRIDGE : TESTING DESIGN, INSTRUMENTATION& PRELIMINARY RESULTS XXV FIG Congress June 16 21, 2014 Kuala Lampur, Malaysia NON-DESTRUCTIVE LOAD TESTING OF A SINGLE-SPAN, CABLE-STAYED BRIDGE : TESTING DESIGN, INSTRUMENTATION& PRELIMINARY RESULTS V. Gikas, P. Karydakis,

More information

ABOUT US CERTIFICATE INSTRUMENTS RESEARCH AND DEVELOPMENT TRAINING SERVICE E AND ASSISTANCE ISO 9001: 2008

ABOUT US CERTIFICATE INSTRUMENTS RESEARCH AND DEVELOPMENT TRAINING SERVICE E AND ASSISTANCE ISO 9001: 2008 ABOUT US DRC Srl is an organisation formed by young people, active in all sectors of structural diagnosis and therefore able to support and give response to the needs of professionals working in the area

More information

DYNAMIC ANALYSIS OF THICK PLATES SUBJECTED TO EARTQUAKE

DYNAMIC ANALYSIS OF THICK PLATES SUBJECTED TO EARTQUAKE DYNAMIC ANALYSIS OF THICK PLATES SUBJECTED TO EARTQUAKE ÖZDEMİR Y. I, AYVAZ Y. Posta Adresi: Department of Civil Engineering, Karadeniz Technical University, 68 Trabzon, TURKEY E-posta: yaprakozdemir@hotmail.com

More information

PROHITECH WP3 (Leader A. IBEN BRAHIM) A short Note on the Seismic Hazard in Israel

PROHITECH WP3 (Leader A. IBEN BRAHIM) A short Note on the Seismic Hazard in Israel PROHITECH WP3 (Leader A. IBEN BRAHIM) A short Note on the Seismic Hazard in Israel Avigdor Rutenberg and Robert Levy Technion - Israel Institute of Technology, Haifa 32000, Israel Avi Shapira International

More information

Civil Engineering Graduate Studies at Colorado School of Mines

Civil Engineering Graduate Studies at Colorado School of Mines Message from Dr. Terry Parker, Engineering Division Director Engineering has historically been a field that applies scientific knowledge to the needs of society by producing technological devices and systems.

More information

DESIGN DRIFT REQUIREMENTS FOR LONG-PERIOD STRUCTURES

DESIGN DRIFT REQUIREMENTS FOR LONG-PERIOD STRUCTURES 13 th World Conference on Earthquake Engineering Vancouver, B.C., Canada August 1-6, 2004 Paper No. 3292 DESIGN DRIFT REQUIREMENTS FOR LONG-PERIOD STRUCTURES Gary R. Searer 1 and Sigmund A. Freeman 2 SUMMARY

More information

CURRICULUM VITAE TABLE OF CONTENTS PAG.

CURRICULUM VITAE TABLE OF CONTENTS PAG. CURRICULUM VITAE ROBERTO CUZZILLA 20 th of JUNE, 1982 VIA GANGI, 7-81100 CASERTA Tel. (+39) 0823 341650 Cell. (+39) 339 2688282 e-mail: roberto.cuzzilla@hotmail.it TABLE OF CONTENTS PAG. EDUCATION AND

More information

STRUCTURAL STRENGTHENING WITH FRPS IN GREECE

STRUCTURAL STRENGTHENING WITH FRPS IN GREECE STRUCTURAL STRENGTHENING WITH FRPS IN GREECE Michael J. KARANTZIKIS 1 Dimitris P. KOUTSOUKOS 2 Constantinos P. ANTONOPOULOS 3 1 2 3 Civil Engineer (MSc), Fyfe Europe SA, Athens, Greece Ph.D., P.E., Structural

More information

September 2008 onwards Technological Institute Of Serres, Greece Department of Geoinformatics and Surveying

September 2008 onwards Technological Institute Of Serres, Greece Department of Geoinformatics and Surveying C U R RI C U L U M V I T A E I. PERSONAL INFORMATION Name Konstantinos NTOUROS Address 27 Ymittou str., 54453, Thessaloniki, Greece E-mail ntourosk@nubigroup.com, ntourosk@geotomi.com Nationality Greek

More information

Georgia Siougle .Contact Information .Education Ph.D in Accounting Marie Curie fellow University of Manchester MSc in Banking and Finance

Georgia Siougle .Contact Information .Education Ph.D in Accounting Marie Curie fellow University of Manchester MSc in Banking and Finance Georgia Siougle Ι.Contact Information Telephone : +30-210-8203145 E-mail : gsiougle@aueb.gr Business Address : Athens University of Economics and Business, 76 Patission St, Athens, 104 34 Greece SSRN Author

More information

Quality of Map-Matching Procedures Based on DGPS and Stand-Alone GPS Positioning in an Urban Area

Quality of Map-Matching Procedures Based on DGPS and Stand-Alone GPS Positioning in an Urban Area Quality of Map-Matching Procedures Based on DGPS and Stand-Alone GPS Positioning in an Urban Area Konstantinos LAKAKIS, Paraskevas SAVVAIDIS, Ioannis M. IFADIS and Ioannis D. DOUKAS, Greece Key words:

More information

A project report on, Prepared in partial fulfillment of. Study oriented project, Course code: CE G611 Computer Aided Analysis and Design

A project report on, Prepared in partial fulfillment of. Study oriented project, Course code: CE G611 Computer Aided Analysis and Design A project report on, Comparative study of simulation tools Staad V8, Etabs 2013, and Strap 2014 for seismic analysis of plan and vertical geometrically irregular building using Indian Standard Codes Prepared

More information

D 8.2 DELIVERABLE PROJECT INFORMATION

D 8.2 DELIVERABLE PROJECT INFORMATION D 8.2 DELIVERABLE PROJECT INFORMATION Project Title: Acronym: Systemic Seismic Vulnerability and Risk Analysis for Buildings, Lifeline Networks and Infrastructures Safety Gain SYNER-G Project N : 244061

More information

ARCHITECTURE. Asst. Prof. Meltem VATAN KAPTAN meltemvatan@aydin.edu.tr

ARCHITECTURE. Asst. Prof. Meltem VATAN KAPTAN meltemvatan@aydin.edu.tr STRUCTURES IN ARCHITECTURE Asst. Prof. Meltem VATAN KAPTAN meltemvatan@aydin.edu.tr Istanbul Aydin University, Faculty of Engineering and Architecture ISTANBUL, TURKEY December 15, 2011 - GAZIANTEP If

More information

Curriculum Vitae Prof. Theodore Benetatos

Curriculum Vitae Prof. Theodore Benetatos Curriculum Vitae Prof. Theodore Benetatos Last updated: 24.10.2014 MANCHESTER METROPOLITAN UNIVERSITY 1 Programme: BA (Honours) in: Hotel Management; Hotel and Tourism Management; Tourism Management; Hotel

More information

AFAD DEPREM DAİRESİ BAŞKANLIĞI TÜRKİYE KUVVETLİ YER HAREKETİ ve ÖN HASAR TAHMİN SİSTEMLERİ ÇALIŞMA GRUBU. (Rapid Estimation Damage)

AFAD DEPREM DAİRESİ BAŞKANLIĞI TÜRKİYE KUVVETLİ YER HAREKETİ ve ÖN HASAR TAHMİN SİSTEMLERİ ÇALIŞMA GRUBU. (Rapid Estimation Damage) (Rapid Estimation Damage) AFAD-RED SYSTEM The technological advances in seismic instrumentation and telecommunication permit the development of rapid estimation of earthquake losses in order to enhance

More information

Chapter 5 DESIGN REQUIREMENTS. 5.1 Seismic Design Categories EARTHQUAKE-RESISTANT DESIGN CONCEPTS

Chapter 5 DESIGN REQUIREMENTS. 5.1 Seismic Design Categories EARTHQUAKE-RESISTANT DESIGN CONCEPTS Chapter 5 DESIGN REQUIREMENTS 5.1 Seismic Design Categories The NEHRP Recommended Seismic Provisions recognizes that, independent of the quality of their design and construction, not all buildings pose

More information

FLUID MECHANICS IM0235 DIFFERENTIAL EQUATIONS - CB0235 2014_1

FLUID MECHANICS IM0235 DIFFERENTIAL EQUATIONS - CB0235 2014_1 COURSE CODE INTENSITY PRE-REQUISITE CO-REQUISITE CREDITS ACTUALIZATION DATE FLUID MECHANICS IM0235 3 LECTURE HOURS PER WEEK 48 HOURS CLASSROOM ON 16 WEEKS, 32 HOURS LABORATORY, 112 HOURS OF INDEPENDENT

More information

Bridging Your Innovations to Realities

Bridging Your Innovations to Realities Graphic User Interface Graphic User Interface Modeling Features Bridge Applications Segmental Bridges Cable Bridges Analysis Features Result Evaluation Design Features 02 07 13 17 28 34 43 48 2 User Interface

More information