Publicatielijst DOV 2006

Size: px
Start display at page:

Download "Publicatielijst DOV 2006"

Transcription

1 Publicatielijst DOV 2006 University of Minho, Portugal Books Lourenço, P.B., Roca, P., Modena, C., Agrawal, S. (Editores), Structural analysis of historical constructions: Possibilities of numerical and experimental techniques, ISBN , , , McMillan India, New Delhi, 2083 pp (2006) Book chapters and invited lectures Lourenço, P.B., Conservation of cultural heritage structures in seismic regions, em Renovation Problems on Constructions and Historical Buildings, Kliczkow, Polónia, p (2006). Lourenço, P.B., Zucchini, A., Milani, G., Tralli, A., Homogenisation approaches for structural analysis of masonry buildings, em: Structural analysis of historical constructions, Eds. P.B. Lourenco et al., McMillan, p (2006) Lourenço, P.B., Structural restoration of monuments: Recommendations and advances in research and practice, em: Proceedings of the First International Conference on Restoration of Heritage Masonry Structures, Ain Shams University, p. (KP05)01-16 (2006) International journals Milani, G., Lourenço, P.B., Tralli, A., A homogenization approach for the limit analysis of out-of-plane loaded masonry walls, J. Struct. Engrg., ASCE, p (2006) Pina-Henriques, J.L., Lourenço, P.B., Masonry compression: a numerical investigation at the meso-level, Engineering Computations, 23(4), p (2006) Milani, G., Lourenço, P.B., Tralli, A., Homogenised limit analysis of masonry walls. Part I: Failure surfaces, Computers & Structures, 84(3-4), p (2006) Milani, G., Lourenço, P.B., Tralli, A., Homogenised limit analysis of masonry walls. Part II: Structural applications, Computers & Structures, 84(3-4), p (2006)

2 International Congresses Brites, R., Lourenço, P.B., Machado, J.S., Selected research and case studies in ancient Portuguese structures, em: Workshop on Earthquake engineering on timber structures, Coimbra, Portugal, p (2006) Ramos, L.F., de Roeck, G., Lourenço, P.B., Campos-Costa, A., Vibration based damage identification of masonry structures, em: Structural analysis of historical constructions, Eds. P.B. Lourenco et al., McMillan, p (2006) Peña, F., Prieto, F., Lourenço, P.B., Campos-Costa, A., Dynamicalbehaviour of rigid block structures subjected to earthquake motion, em: Structural analysis of historical constructions, Eds. P.B. Lourenco et al., McMillan, p (2006) Prieto, P., Peña, F., Lourenço, P.B., Lemos, J.V., Numerical simulation of rigid blocks subjected to rocking motion, em: Structural analysis of historical constructions, Eds. P.B. Lourenco et al., McMillan, p (2006) Senthivel, S., Lourenço, P.B., Vasconcelos, G., Analytical modeling of dry stone masonry wall under monotonic and reversed cyclic loading, em: Structural analysis of historical constructions, Eds. P.B. Lourenco et al., McMillan, p (2006) Senthivel, R, Lourenco, P.B., Vasconcelos, G., Numerical modelling of deformation behaviour of dry-stack stone masonry, em Proc. 7th International Masonry Conference, London, UK, CD-ROM, 6 pp (2006) Ramos, L., De Roeck, G., Lourenço, P.B., Campos-Costa, A., Damage identification based on vibration measurements applied to masonry structures, ISMA2006 International Conference on Noise and Vibration Engineering, Leuven, Belgium, p (2006) Zucchini, A., Lourenço, P.B., Homogenization of masonry using a micro-mechanical model: Compressive behaviour, em III European Conference on Computational Mechanics, Lisbon, Portugal, CD-ROM, 11 pp (2006) Milani, G., Lourenço, P.B., Tralli, A., 3D Homogenized limit analysis of masonry buildings subjected to horizontal loads, em III European Conference on Computational Mechanics, Lisbon, Portugal, CD-ROM, 17 pp (2006) Peña, F., Lourenço, P.B., Lemos, J.V., Modeling the dynamic behaviour of masonry walls as rigid blocks, em III European Conference on Computational Mechanics, Lisbon, Portugal, CD-ROM, 17 pp (2006)

3 National congresses Milani, G., Lourenço, P.B., Tralli, A., A kinematic limit analysis approach for masonry buildings: in- and out-of-plane failure mechanisms, em XVI Convegno Italiano di Meccanica Computazionale, Bolonha, Itália, CD-ROM (2006) Technical University of Denmark (DTU), Copenhagen Lars Dick-Nielsen, Modelling of ECC materials using numerical formulations based on plasticity, 6 th International PhD Symposium in Civil Engineering, Zurich, August 23-26, 2006 Chalmers University of Technology, Department of Civil and Environmental Engineering, Division of Structural Engineering, Concrete Structures Bolmsvik R. and Lundgren K. (2006): Modelling of bond between three-wire strands and concrete. Magazine of Concrete Research, Vol 58, No 3, April 2006, pp Lundgren K. and Plos, M. (2006): The effect of corrosion on bond in reinforced concrete. In Proceedings "European Symposium on Service Life and Serviceability of Concrete Structures ESCS-2006", Espoo, Finland, June 2006, pp TNO Bouw en Ondergrond & TU-Eindhoven J. Maljaars, F. Soetens and IJ.J. van Straalen, Fatigue of aluminium bridge decks, Structural engineer volume 16, no. 4, ISSN (print) (electronic) J. Maljaars, Buckling of aluminium structural components in fire conditions, Diana elements, Issue 2, 2006 J. Maljaars, L. Twilt, F. Soetens, Heating of aluminium members exposed to natural fire conditions, SIF 06 conference, Aveiro, ISBN X J. Maljaars, F. Soetens, Structural and Thermal Behaviour of Aluminium Exposed to Fire, IABSE symposium Budapest, sept 2006, Sept 2006, Vol 92, ISBN X J. Maljaars, F. Soetens, B.W.E.M. van Hove, Locale instabiliteit van aluminium constructiedelen bij brand, Proceedings TUe-COUT researchdag 2006, ISBN-10: TNO-Bouw en Ondergrond H. Botter, TNO rapport 2006-D-R0596: Invloed van kortelingen met aangelaste koppelingen H. Botter, TNO rapport 2006-D-R0969: Schanskorfwanden - maarteregelen ter verbetering stabiliteit

4 A. Koopman, TNO rapport 2006-D-R0484: Trillingsonderzoek "Sporen in Arnhem" A.H.J.M. Vervuurt, Finite element analyses Fendolite MII, TNO Bouw en Ondergrond, 2006, Briefrapport 2006-CI-R0247 A.H.J.M. Vervuurt, Assessment of the fatigue behaviour of Promatect-T boards in the Clyde Tunnel, 2006-D-R0457 A.H.J.M. Vervuurt, H.G. Burggraaf, A.J. Wubs, F.B.J. Gijsbers, Onderzoek van de aansluiting van de paalkop en de vloer van de noordelijke toerit van de Eerste Coentunnel, 2006-D-R0490 TNO DIANA BV Ton van Overbeek, Max Hendriks, Balkons Zoetermeer, 2006-DIANA-R001 Ton van Overbeek, Max Hendriks, Balkons Zoetermeer vervolg, 2006-DIANA-R002 Ton van Overbeek, Max Hendriks, Balkons Zoetermeer vervolg2, 2006-DIANA-R003 Ton van Overbeek, Analyse vloer SARA, 2006-DIANA-R004 Berent Wolters, Evaluation of the DIANA total strain cracking model under the ambient influence of temperature, 2006-DIANA-R005 Ahmed Elkadi, FEA Modelling of TBM in soft ground: 1- TBM Technology, 2006-DIANA- R006 Gerd-Jan Schreppers, Finite Element Analysis of Shams Tower 1 Foundation, 2006-DIANA- R007 Max Hendriks, Numerieke analyse van de impact van een kanaalplaatvloer op een onderliggende vloer, 2006-DIANA-R008 Max Hendriks, Marcel t Hart, Eindige Elementen analyse oplegnok niveau 1, Marktplein Bos en Lommer, 2006-DIANA-R009 Marcel t Hart, ACC Ramliya Dept 481 Clinker Silo, 2006-DIANA-R010 Marcel t Hart / Max Hendriks, SEIC Wellhead-to-casing connection stress analysis, DIANA-R011 Gerd-Jan Schreppers, Heat transfer finite element analysis of value equipment in Sisi-Nubi project, 2006-DIANA-R012 Jonna Manie, Berent Wolters, DIANA-software development for STUCKY Evaluation of fluid-structure interaction analysis procedures, 2006-DIANA-R013 Oliver Gastebled, 3D FE Analysis of Dubai tower piled raft, 2006-DIANA-R014

5 GMA Schreppers, Modelling Concrete Structures with Finite Elements, 24 Mei 2006 in London, Abstract NAFEMS seminar Rijkswaterstaat Bouwdienst A. de Boer and J. Gulikers, Geometry effects on chloride ingress in RC structures, EURO-C 2006, Computational Modelling of Concrete Structures, Mayrhofen, Tyrol, Austria, March 27-30, 2006 A. de Boer and J. Gulikers, Physical and material property effects on chloride ingress in RC structures, IABSE Copenhagen, Denmark, May 2006 A. Zeilmaker, R. Braam, A. de Boer, Regulations related to underwater concrete floors in the Netherlands for infrastructural structures, ITA-AITES World Tunnel Congress, pg. 414 (CD), Seoul, South Korea, April 2006 A. de Boer and L.H. Lu, Realistic deckplate crack growth approach of bridge decks by probabilistic analyses, Fatigue2006, May 2006, Atlanta, Georgia, USA C. van der Vliet, Langsvoeggedrag op basis van de elasticiteitstheorie; een aanscherping van de Janssen-relatie, juli 2006, COB-TC151, Gouda TU-Delft & Rijkswaterstaat Bouwdienst, The Netherlands C. van der Veen and A. de Boer, COMPARING MONITORING AND POST DICTION RESULTS OF A HSC CANTILEVER BRIDGE, 7th International Conference on Short & Medium Span Bridges, Montreal, Canada, august 2006 R.H. Ringers, External Bonded Caebon Fibre Reinforced Polymers, Master Thesis Delft University of Technology / Rijkswaterstaat Bouwdienst, December 2006, Delft L. Hu, Influence of material plasticity and geometries on Stress Intensity Factors, Master Thesis Delft University of Technology / Rijkswaterstaat Bouwdienst, February 2006, Delft NTNU, Trondheim, Norway Brikselli, Large Openings in Concrete Beams. Design Grepstad, Numerical Simulation of Concrete Structures using the FEM-Program DIANA Johansen, Use of Plastic Ducts in Post Tensioned Concrete Bridges: Literature Study and FEM Kvamme, Continuous Skin Stressed Slabs: Development of Design-Tool for Alternative Solutions Chuen, Static analysis of Nidarosdomen

6 Nateid, Segmentally Cast Cantilever Bridges: Nonlinear Finite Element Analysis and Simulation of the Construction History Waagsbø, Methods for analysis and design of asisymmetric: concrete shell structures Svori, Methods for Analysis and Design of Slender Columns in Concrete Frames Svarlien, Masonry Beams Structural Performance and Loadcarrying Strength Svardahl, Methods for Analysis and Design of Slender Columns in Concrete Frames Solheim, Analysis and Design of Composite Steel and Concrete Bridges Roald, Methods for Analysis and Design of Slender Columns in Concrete Frames Olsen, Analysis of the New Svinesund Bridge: Evaluation of Measured Strains from the Construction Phase by FEM TU-Eindhoven E. L. Klamer, D. A. Hordijk, C. S. Kleinman (2006). Debonding of CFRP laminates externally bonded to concrete specimens at low and high temperatures. Proceedings of Third International Conference on FRP Composites in Civil Engineering (CICE 2006). Miami. Eds: A. Mirmiran; A. Nanni. Pp B.M. Ng'andu (2006). Bracing Steel Frames with Calcium Silicate Element Walls. Thesis Eindhoven University of Technology. University Press Facilities, Eindhoven University of Technology. ISBN

Experimental assessment of concrete damage due to exposure to high temperature and efficacy of the repair system

Experimental assessment of concrete damage due to exposure to high temperature and efficacy of the repair system MATEC Web of Conferences 6, 06002 (2013) DOI: 10.1051/matecconf/20130606002 C Owned by the authors, published by EDP Sciences, 2013 Experimental assessment of concrete damage due to exposure to high temperature

More information

SEISMIC RETROFITTING TECHNIQUE USING CARBON FIBERS FOR REINFORCED CONCRETE BUILDINGS

SEISMIC RETROFITTING TECHNIQUE USING CARBON FIBERS FOR REINFORCED CONCRETE BUILDINGS Fracture Mechanics of Concrete Structures Proceedings FRAMCOS-3 AEDIFICA TIO Publishers, D-79104 Freiburg, Germany SEISMIC RETROFITTING TECHNIQUE USING CARBON FIBERS FOR REINFORCED CONCRETE BUILDINGS H.

More information

REFOR-tec REPAIR AND STRENGTHENING OF STRUCTURES WITH U.H.P.F.R.C.C. Ultra High Performance Fiber Reinforced Cementitious Composites

REFOR-tec REPAIR AND STRENGTHENING OF STRUCTURES WITH U.H.P.F.R.C.C. Ultra High Performance Fiber Reinforced Cementitious Composites REFOR-tec REPAIR AND STRENGTHENING OF STRUCTURES WITH U.H.P.F.R.C.C. Ultra High Performance Fiber Reinforced Cementitious Composites Lisbon, 25 th of October 2013 TECNOCHEM ITALIANA SpA Dr. D. Rosignoli

More information

WORK SCOPE. Domains in which we work:

WORK SCOPE. Domains in which we work: WORK SCOPE Engineering consulting, technical office, assistance and supervision in industrial works. We specialize in structures, civil works and industrial equipment. Domains in which we work: Industrial

More information

Numerical modelling of shear connection between concrete slab and sheeting deck

Numerical modelling of shear connection between concrete slab and sheeting deck 7th fib International PhD Symposium in Civil Engineering 2008 September 10-13, Universität Stuttgart, Germany Numerical modelling of shear connection between concrete slab and sheeting deck Noémi Seres

More information

the best young researchers (2006-2007) Best Paper Award at 10th Conference on Structural Faults + Repair (ASCE) Edimburg (UK) June 2008.

the best young researchers (2006-2007) Best Paper Award at 10th Conference on Structural Faults + Repair (ASCE) Edimburg (UK) June 2008. Name: STEFANO Surname: INVERNIZZI Email: stefano.invernizzi@polito.it National insurance number: NVRSFN69P27F952T Gender: Male Date of birth: 1969-09-27 Nazionality: ITALIAN Document number: AN 6134141

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

DESIGN AND ANALYSIS OF BRIDGE WITH TWO ENDS FIXED ON VERTICAL WALL USING FINITE ELEMENT ANALYSIS

DESIGN AND ANALYSIS OF BRIDGE WITH TWO ENDS FIXED ON VERTICAL WALL USING FINITE ELEMENT ANALYSIS International Journal of Civil Engineering and Technology (IJCIET) Volume 7, Issue 2, March-April 2016, pp. 34-44, Article ID: IJCIET_07_02_003 Available online at http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=7&itype=2

More information

Behaviour of Steel Fibre Reinforced Concrete Beams with Duct Openings Strengthened by Steel Plates

Behaviour of Steel Fibre Reinforced Concrete Beams with Duct Openings Strengthened by Steel Plates Behaviour of Steel Fibre Reinforced Concrete Beams with Duct Openings Strengthened by Steel Plates J.Suresh Research Scholar, Department of Civil Engineering Hindustan University, Padur, Chennai, India

More information

REHABILITATION OF THE FIGUEIRA DA FOZ BRIDGE

REHABILITATION OF THE FIGUEIRA DA FOZ BRIDGE REHABILITATION OF THE FIGUEIRA DA FOZ BRIDGE A.Rito Proponte, Lda, Lisbon, Portugal J. Appleton A2P Consult, Lda, Lisbon, Portugal ABSTRACT: The Figueira da Foz Bridge includes a 405 m long cable stayed

More information

DEVELOPMENT OF A NEW TEST FOR DETERMINATION OF TENSILE STRENGTH OF CONCRETE BLOCKS

DEVELOPMENT OF A NEW TEST FOR DETERMINATION OF TENSILE STRENGTH OF CONCRETE BLOCKS 1 th Canadian Masonry Symposium Vancouver, British Columbia, June -5, 013 DEVELOPMENT OF A NEW TEST FOR DETERMINATION OF TENSILE STRENGTH OF CONCRETE BLOCKS Vladimir G. Haach 1, Graça Vasconcelos and Paulo

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

ANALYSIS FOR BEHAVIOR AND ULTIMATE STRENGTH OF CONCRETE CORBELS WITH HYBRID REINFORCEMENT

ANALYSIS FOR BEHAVIOR AND ULTIMATE STRENGTH OF CONCRETE CORBELS WITH HYBRID REINFORCEMENT International Journal of Civil Engineering and Technology (IJCIET) Volume 6, Issue 10, Oct 2015, pp. 25-35 Article ID: IJCIET_06_10_003 Available online at http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=6&itype=10

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

USE OF CFRP LAMINATES FOR STRENGTHENING OF REINFORCED CONCRETE CORBELS

USE OF CFRP LAMINATES FOR STRENGTHENING OF REINFORCED CONCRETE CORBELS International Journal of Civil Engineering and Technology (IJCIET) Volume 6, Issue 11, Nov 2015, pp. 11-20, Article ID: IJCIET_06_11_002 Available online at http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=6&itype=11

More information

Draft Table of Contents. Building Code Requirements for Structural Concrete and Commentary ACI 318-14

Draft Table of Contents. Building Code Requirements for Structural Concrete and Commentary ACI 318-14 Draft Table of Contents Building Code Requirements for Structural Concrete and Commentary ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318 14) Chapter 1 General 1.1 Scope of ACI 318

More information

Structural Failures Cost Lives and Time

Structural Failures Cost Lives and Time Structural Failures Cost Lives and Time Recent failures of storage bins, silos and other structures highlight the need to increase awareness of hazards associated with these structures. Since 2010, one

More information

National Council of Examiners for Engineering and Surveying. Principles and Practice of Engineering Structural Examination

National Council of Examiners for Engineering and Surveying. Principles and Practice of Engineering Structural Examination Structural Effective Beginning with the April 2011 The structural engineering exam is a breadth and exam examination offered in two components on successive days. The 8-hour Vertical Forces (Gravity/Other)

More information

Analysis and Repair of an Earthquake-Damaged High-rise Building in Santiago, Chile

Analysis and Repair of an Earthquake-Damaged High-rise Building in Santiago, Chile Analysis and Repair of an Earthquake-Damaged High-rise Building in Santiago, Chile J. Sherstobitoff Ausenco Sandwell, Vancouver, Canada P. Cajiao AMEC, Vancouver, Canada P. Adebar University of British

More information

Strengthening of masonry using metal reinforcement: A parametric numerical investigation

Strengthening of masonry using metal reinforcement: A parametric numerical investigation Protection of Historical Buildings, PROHITECH 09 Mazzolani (ed) 2009 Taylor & Francis Group, London, ISBN 978-0-415-55803-7 Strengthening of using metal reinforcement: A parametric numerical investigation

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

4.3.2 Structural Behaviour Taerwe-Belgie Breunese-TNO 4.4 Computer-based modelling and Maekawa-Japan Blaauwendraad-TUD. Kuchma Blaauwendraad

4.3.2 Structural Behaviour Taerwe-Belgie Breunese-TNO 4.4 Computer-based modelling and Maekawa-Japan Blaauwendraad-TUD. Kuchma Blaauwendraad FIB-structuur subcommissies Werkcie status volgens fib eindrapport december 2006, opgesteld 24 maart 2007 Ane de Boer, RWS Bouwdienst No. Naam No + Titel commissie Voorzitter Nederlandse inbreng Verschenen

More information

BEHAVIOR OF SHORT CONCRETE COLUMNS REINFORCED BY CFRP BARS AND SUBJECTED TO ECCENTRIC LOAD

BEHAVIOR OF SHORT CONCRETE COLUMNS REINFORCED BY CFRP BARS AND SUBJECTED TO ECCENTRIC LOAD International Journal of Civil Engineering and Technology (IJCIET) Volume 6, Issue 10, Oct 2015, pp. 15-24 Article ID: IJCIET_06_10_002 Available online at http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=6&itype=10

More information

Modeling and Analysis of Water Tank Stand

Modeling and Analysis of Water Tank Stand IJRMET Vo l. 5, Is s u e 1, No v e m b e r 2014 - Ap r i l 2015 Modeling and Analysis of Water Tank Stand 1 M.Chennababu, 2 Dr. V. Krishnareddy 1,2 Krishna Chaitanya Institute of Technology & Sciences,

More information

In-situ Load Testing to Evaluate New Repair Techniques

In-situ Load Testing to Evaluate New Repair Techniques In-situ Load Testing to Evaluate New Repair Techniques W.J. Gold 1 and A. Nanni 2 1 Assistant Research Engineer, Univ. of Missouri Rolla, Dept. of Civil Engineering 2 V&M Jones Professor, Univ. of Missouri

More information

1.054/1.541 Mechanics and Design of Concrete Structures (3-0-9) Outline 1 Introduction / Design Criteria for Reinforced Concrete Structures

1.054/1.541 Mechanics and Design of Concrete Structures (3-0-9) Outline 1 Introduction / Design Criteria for Reinforced Concrete Structures Prof. Oral Buyukozturk Massachusetts Institute of Technology Outline 1 1.054/1.541 Mechanics and Design of Concrete Structures (3-0-9) Outline 1 Introduction / Design Criteria for Reinforced Concrete Structures

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

Hardened Concrete. Lecture No. 14

Hardened Concrete. Lecture No. 14 Hardened Concrete Lecture No. 14 Strength of Concrete Strength of concrete is commonly considered its most valuable property, although in many practical cases, other characteristics, such as durability

More information

The International Journal Of Science & Technoledge (ISSN 2321 919X) www.theijst.com

The International Journal Of Science & Technoledge (ISSN 2321 919X) www.theijst.com THE INTERNATIONAL JOURNAL OF SCIENCE & TECHNOLEDGE Retrofitting of Fire Affected Structural Member in Multistorey Buildings Chandrakant PG Scholar, Department of Civil Engineering S.D.M. College of Engineering

More information

Crack formation in structural slabs on underwater concrete

Crack formation in structural slabs on underwater concrete Graduation Thesis Faculty of Civil Engineering Delft University of Technology Crack formation in structural slabs on underwater concrete W.H. van der Woerdt 1158325 Graduation Committee: Prof. dr. ir.

More information

Sustainable Concrete on the way towards sustainable building

Sustainable Concrete on the way towards sustainable building Sustainable Concrete on the way towards sustainable building Hajek, P 1 ; Fiala, C 1 ; Novotna, M 1 1 Czech Technical University in Prague, Prague, Czech Republic Abstract: The special properties of concrete

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

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

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

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

DESIGN OF BLAST RESISTANT BUILDINGS IN AN LNG PROCESSING PLANT

DESIGN OF BLAST RESISTANT BUILDINGS IN AN LNG PROCESSING PLANT DESIGN OF BLAST RESISTANT BUILDINGS IN AN LNG PROCESSING PLANT Troy Oliver 1, Mark Rea 2 ABSTRACT: This paper provides an overview of the work undertaken in the design of multiple buildings for one of

More information

Structural Audit of Buildings

Structural Audit of Buildings International Journal of Civil Engineering Research. ISSN 2278-3652 Volume 5, Number 4 (2014), pp. 411-416 Research India Publications http://www.ripublication.com/ijcer.htm Structural Audit of Buildings

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

Field Damage Inspection and Static Load Test Analysis of Jiamusi Highway Prestressed Concrete Bridge in China

Field Damage Inspection and Static Load Test Analysis of Jiamusi Highway Prestressed Concrete Bridge in China Advanced Materials Research Vols. 163-167 (2011) pp 1147-1156 Online available since 2010/Dec/06 at www.scientific.net (2011) Trans Tech Publications, Switzerland doi:10.4028/www.scientific.net/amr.163-167.1147

More information

Nonlinear Analysis of Reinforced Concrete Structures in Design and Structural Assessment

Nonlinear Analysis of Reinforced Concrete Structures in Design and Structural Assessment 1 Nonlinear Analysis of Reinforced Concrete Structures in Design and Structural Assessment Jan Cervenka Červenka Consulting, Prague, Czech Republic Outline: Červenka Consulting - Computer simulation (virtual

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

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

Seismic retrofit of non-ductile concrete and masonry walls by steelstrips

Seismic retrofit of non-ductile concrete and masonry walls by steelstrips Seismic retrofit of non-ductile concrete and masonry walls by steelstrips bracing Mustafa Taghdi, Michel Bruneau, & Murat Saatcioglu Ottawa Carleton Earthquake Engineering Research Centre Department of

More information

EN 1991-1-6 DK NA:2007

EN 1991-1-6 DK NA:2007 EN 1991-1-6 DK NA:2007 National Annex to Eurocode 1: Actions on structures - Part 1-6: General actions Actions during execution Foreword In connection with the incorporation of Eurocodes into Danish building

More information

RESPONSE OF COOLING TOWERS TO WIND LOADS

RESPONSE OF COOLING TOWERS TO WIND LOADS VOL. 7, NO., JANUARY 22 ISSN 89-668 26-22 Asian Research Publishing Network (ARPN). All rights reserved. RESPONSE OF COOLING TOWERS TO WIND LOADS G. Murali, C. M. Vivek Vardhan and B. V. Prasanth Kumar

More information

Performance On Innovative Mechanical Connections In Precast Building Structures Under Seismic Conditions. 1º Year Meeting

Performance On Innovative Mechanical Connections In Precast Building Structures Under Seismic Conditions. 1º Year Meeting Performance On Innovative Mechanical Connections In Precast Building Structures Under Seismic Conditions 1º Year Meeting LOEMCO LABORATORY 1º year meeting Summary: Work package number 1 Design exercise

More information

Chapter 5 Bridge Deck Slabs. Bridge Engineering 1

Chapter 5 Bridge Deck Slabs. Bridge Engineering 1 Chapter 5 Bridge Deck Slabs Bridge Engineering 1 Basic types of bridge decks In-situ reinforced concrete deck- (most common type) Pre-cast concrete deck (minimize the use of local labor) Open steel grid

More information

Basic principles of steel structures. Dr. Xianzhong ZHAO x.zhao@mail.tongji.edu.cn

Basic principles of steel structures. Dr. Xianzhong ZHAO x.zhao@mail.tongji.edu.cn Basic principles of steel structures Dr. Xianzhong ZHAO x.zhao@mail.tongji.edu.cn 1 Lecture Questionnaire (1) Language preferred ( C = in Chinese, E = in English) NO. Oral Presentation Writing on the blackboard

More information

Analysis of the Response Under Live Loads of Two New Cable Stayed Bridges Built in Mexico

Analysis of the Response Under Live Loads of Two New Cable Stayed Bridges Built in Mexico Analysis of the Response Under Live Loads of Two New Cable Stayed Bridges Built in Mexico Roberto Gómez, Raul Sánchez-García, J.A. Escobar and Luis M. Arenas-García Abstract In this paper we study the

More information

ASSESSMENT AND PROPOSED STRUCTURAL REPAIR STRATEGIES FOR BRIDGE PIERS IN TAIWAN DAMAGED BY THE JI-JI EARTHQUAKE ABSTRACT

ASSESSMENT AND PROPOSED STRUCTURAL REPAIR STRATEGIES FOR BRIDGE PIERS IN TAIWAN DAMAGED BY THE JI-JI EARTHQUAKE ABSTRACT ASSESSMENT AND PROPOSED STRUCTURAL REPAIR STRATEGIES FOR BRIDGE PIERS IN TAIWAN DAMAGED BY THE JI-JI EARTHQUAKE Pei-Chang Huang 1, Graduate Research Assistant / MS Candidate Yao T. Hsu 2, Ph.D., PE, Associate

More information

Fire and Concrete Structures

Fire and Concrete Structures Fire and Concrete Structures Authors: David N. Bilow, P.E., S.E., Director, Engineered Structures, Portland Cement Association 5420 Old Orchard Road, Skokie, IL 60077,Phone 847-972-9064, email: dbilow@cement.org

More information

Journals of Repute relevant to Department of Applied Mechanics. ASME Journal of Computational and Nonlinear Dynamics

Journals of Repute relevant to Department of Applied Mechanics. ASME Journal of Computational and Nonlinear Dynamics Journals of Repute relevant to Department of Applied Mechanics Journals in Solid Mechanics Acta Mechanica AIAA Journal Archive of Applied Mechanics ASME Journal of Applied Mechanics ASME Journal of Biomechanical

More information

Safe & Sound Bridge Terminology

Safe & Sound Bridge Terminology Safe & Sound Bridge Terminology Abutment A retaining wall supporting the ends of a bridge, and, in general, retaining or supporting the approach embankment. Approach The part of the bridge that carries

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

Carbon Fiber Reinforced Polymer (CFRP) as Reinforcement for Concrete Beam

Carbon Fiber Reinforced Polymer (CFRP) as Reinforcement for Concrete Beam Carbon Fiber Reinforced Polymer (CFRP) as Reinforcement for Concrete Beam Norazman Mohamad Nor 1, Mohd Hanif Ahmad Boestamam, Mohammed Alias Yusof 3 1,3 Universiti Pertahanan Nasional Malaysia, 57000 Kuala

More information

APE T CFRP Aslan 500

APE T CFRP Aslan 500 Carbon Fiber Reinforced Polymer (CFRP) Tape is used for structural strengthening of concrete, masonry or timber elements using the technique known as Near Surface Mount or NSM strengthening. Use of CFRP

More information

INTERNATIONAL JOURNAL OF CIVIL AND STRUCTURAL ENGINEERING Volume 5, No 2, 2014

INTERNATIONAL JOURNAL OF CIVIL AND STRUCTURAL ENGINEERING Volume 5, No 2, 2014 INTERNATIONAL JOURNAL OF CIVIL AND STRUCTURAL ENGINEERING Volume 5, No 2, 2014 Copyright by the authors - Licensee IPA- Under Creative Commons license 3.0 Research article ISSN 0976 4399 Strengthening

More information

LOAD TESTING OF SOME NEW BRIDGES IN LATVIA

LOAD TESTING OF SOME NEW BRIDGES IN LATVIA LOAD TESTING OF SOME NEW BRIDGES IN LATVIA Edmunds Akimovs, Civ.Eng., Bridge Engineer, Consulting Company Inzenierbuve, Address: Azenes st. 20, Riga, LV1048, Latvia. E-mail: eakimovs@inzenierbuve.lv Ainars

More information

D5.1 Report on the needs to achieve improved fire protection as regards the implementation and development of the EN Eurocodes

D5.1 Report on the needs to achieve improved fire protection as regards the implementation and development of the EN Eurocodes D5.1 Report on the needs to achieve improved fire protection as regards the implementation and development of the EN Eurocodes Corresponding tasks and sub-tasks: Sub-task 5.2 Needs for fire protection

More information

ANALYSIS OF A LAP JOINT FRICTION CONNECTION USING HIGH STRENGTH BOLTS

ANALYSIS OF A LAP JOINT FRICTION CONNECTION USING HIGH STRENGTH BOLTS Nordic Steel Construction Conference 212 Hotel Bristol, Oslo, Norway 5-7 September 212 ANALYSIS OF A LAP JOINT FRICTION CONNECTION USING HIGH STRENGTH BOLTS Marouene Limam a, Christine Heistermann a and

More information

Advantages of Steel as a Structural Material

Advantages of Steel as a Structural Material CHAPTER Structural Steel Design LRFD Method INTRODUCTION TO STRUCTURAL STEEL DESIGN Third Edition A. J. Clark School of Engineering Department of Civil and Environmental Engineering Part II Structural

More information

Figure 1. One-way slab design (dimensions are in mm) Figure 2. Two-way slab design (dimensions are in mm)

Figure 1. One-way slab design (dimensions are in mm) Figure 2. Two-way slab design (dimensions are in mm) BEHAVIOUR OF INNOVATIVE FIBRE COMPOSITE SANDWICH PANELS UNDER POINT LOADING M.M. Islam 1, T. Aravinthan 1 and G. Van Erp 2 1 Centre of Excellence in Engineered Fibre Composites, Faculty of Engineering

More information

1.2 Advantages and Types of Prestressing

1.2 Advantages and Types of Prestressing 1.2 Advantages and Types of Prestressing This section covers the following topics. Definitions Advantages of Prestressing Limitations of Prestressing Types of Prestressing 1.2.1 Definitions The terms commonly

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

Thermal Stress & Strain. 07 Thermal Stress and Strain Copyright G G Schierle, 2001-05 press Esc to end, for next, for previous slide 3

Thermal Stress & Strain. 07 Thermal Stress and Strain Copyright G G Schierle, 2001-05 press Esc to end, for next, for previous slide 3 Thermal Stress & Strain 07 Thermal Stress and Strain Copyright G G Schierle, 2001-05 press Esc to end, for next, for previous slide 3 Thermal Stress & Strain 07 Thermal Stress and Strain Copyright G G

More information

Graduate Courses in Mechanical Engineering

Graduate Courses in Mechanical Engineering Graduate Courses in Mechanical Engineering MEEG 501 ADVANCED MECHANICAL ENGINEERING ANALYSIS An advanced, unified approach to the solution of mechanical engineering problems, with emphasis on the formulation

More information

Requirements for the Use of PRESSS Moment-Resisting Frame Systems

Requirements for the Use of PRESSS Moment-Resisting Frame Systems Requirements for the Use of PRESSS Moment-Resisting Frame Systems Neil M. Hawkins, Ph.D. Professor Emeritus Department of Civil Engineering University of Illinois at Urbana-Champaign Urbana, Illinois S.

More information

Dr.-Ing. Johannes Will CAD-FEM GmbH/DYNARDO GmbH dynamic software & engineering GmbH www.dynardo.de

Dr.-Ing. Johannes Will CAD-FEM GmbH/DYNARDO GmbH dynamic software & engineering GmbH www.dynardo.de Some necessities and obstacles for introducing sophisticated numerical analysis into Civil Engineering and Geomechanics Dr.-Ing. Johannes Will CAD-FEM GmbH/DYNARDO GmbH dynamic software & engineering GmbH

More information

Spon Press PRESTRESSED CONCRETE DESIGN EUROCODES. University of Glasgow. Department of Civil Engineering. Prabhakara Bhatt LONDON AND NEW YORK

Spon Press PRESTRESSED CONCRETE DESIGN EUROCODES. University of Glasgow. Department of Civil Engineering. Prabhakara Bhatt LONDON AND NEW YORK PRESTRESSED CONCRETE DESIGN TO EUROCODES Prabhakara Bhatt Department of Civil Engineering University of Glasgow Spon Press an imprint of Taytor & Francfe LONDON AND NEW YORK CONTENTS Preface xix Basic

More information

Course in. Nonlinear FEM

Course in. Nonlinear FEM Course in Introduction Outline Lecture 1 Introduction Lecture 2 Geometric nonlinearity Lecture 3 Material nonlinearity Lecture 4 Material nonlinearity continued Lecture 5 Geometric nonlinearity revisited

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

Punching shear behavior of steel-concrete composite decks with different shear connectors

Punching shear behavior of steel-concrete composite decks with different shear connectors Punching shear behavior of steel-concrete composite decks with different shear connectors *Xiao-Qing Xu 1) and Yu-Qing Liu 2) 1), 2) Department of Bridge Engineering, Tongji University, Shanghai 200092,

More information

STRENGTHENING OF JIAMUSI PRE-STRESSED CONCRETE HIGHWAY BRIDGE BY USING EXTERNAL POST-TENSIONING TECHNOLOGY IN CHINA

STRENGTHENING OF JIAMUSI PRE-STRESSED CONCRETE HIGHWAY BRIDGE BY USING EXTERNAL POST-TENSIONING TECHNOLOGY IN CHINA STRENGTHENING OF JIAMUSI PRE-STRESSED CONCRETE HIGHWAY BRIDGE BY USING EXTERNAL POST-TENSIONING TECHNOLOGY IN CHINA Ali Fadhil Naser and Wang Zonglin School of Transportation Science and Engineering, Bridge

More information

Interaction between plate and column buckling

Interaction between plate and column buckling Delft, University of Technology Engineering office of Public works Rotterdam Interaction between plate and column buckling Master Thesis Name: Alex van Ham Student number: 1306138 Email: vanham.alex@gmail.com

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

First 14-storey wood building in the world at Bergen in Norway Premier bâtiment en bois à 14 niveaux au monde à Bergen en Norvège

First 14-storey wood building in the world at Bergen in Norway Premier bâtiment en bois à 14 niveaux au monde à Bergen en Norvège First 14-storey wood building in the world at Bergen in Norway R. B. Abrahamsen 1 First 14-storey wood building in the world at Bergen in Norway Premier bâtiment en bois à 14 niveaux au monde à Bergen

More information

Introduction. Eurocodes. Specification. Cost

Introduction. Eurocodes. Specification. Cost Introduction Eurocodes Specification Cost Structural Eurocodes BS EN 1990 (EC0): BS EN 1991 (EC1): Basis of structural design Actions on Structures BS EN 1992 (EC2): BS EN 1993 (EC3): BS EN 1994 (EC4):

More information

Prestressed Concrete Pipe Fitness for Service and Repair

Prestressed Concrete Pipe Fitness for Service and Repair Prestressed Concrete Pipe Fitness for Service and Repair Rasko Ojdrovic rpojdrovic@sgh.com 781-907-9231 IAEA - EPRI 15 October 2014 www.sgh.com SGH Pipeline Experience More than 25 years of research, analysis,

More information

The Original Carbon Fiber Reinforced Polymer System

The Original Carbon Fiber Reinforced Polymer System Infrastructure The Original Carbon Fiber Reinforced Polymer System Phone: 52.292.39 Toll Free: 866.38.269 Fax: 52.48.5274 282 E. Fort Lowell Rd. Tucson, AZ 8576 www.dowaksausa.com Test results are supported

More information

Fracture and strain rate behavior of airplane fuselage materials under blast loading

Fracture and strain rate behavior of airplane fuselage materials under blast loading EPJ Web of Conferences 6, 6 42017 (2010) DOI:10.1051/epjconf/20100642017 Owned by the authors, published by EDP Sciences, 2010 Fracture and strain rate behavior of airplane fuselage materials under blast

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

Preliminary steel concrete composite bridge design charts for Eurocodes

Preliminary steel concrete composite bridge design charts for Eurocodes Preliminary steel concrete composite bridge 90 Rachel Jones Senior Engineer Highways & Transportation Atkins David A Smith Regional Head of Bridge Engineering Highways & Transportation Atkins Abstract

More information

Schedule of Accreditation issued by United Kingdom Accreditation Service 21-47 High Street, Feltham, Middlesex, TW13 4UN, UK

Schedule of Accreditation issued by United Kingdom Accreditation Service 21-47 High Street, Feltham, Middlesex, TW13 4UN, UK 21-47 High Street, Feltham, Middlesex, TW13 4UN, UK to provide product conformity Stocking Lane High Wycombe Buckinghamshire HP14 4ND Contact: Mr Alan Gower Tel: +44 (0)1494 569700 Fax: +44 (0)1494 569701

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

Design rules for bridges in Eurocode 3

Design rules for bridges in Eurocode 3 Design rules for bridges in Eurocode 3 Gerhard Sedlacek Christian üller Survey of the Eurocodes EN 1991 EN 1990 Eurocode: Basis of Design EN 1992 to EN 1996 Eurocode 1: Actions on Structures Eurocode 2:

More information

géopolymère GEOPOLYMER for Repair and Rehabilitation of Reinforced concrete beams

géopolymère GEOPOLYMER for Repair and Rehabilitation of Reinforced concrete beams géopolymère GEOPOLYMER for Repair and Rehabilitation of Reinforced concrete beams Project GEO-STRUCTURE Fire-Proof External repair and structural retrofit for aging infrastructure, aging buildings, earthquake

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

INTRODUCTION TO LIMIT STATES

INTRODUCTION TO LIMIT STATES 4 INTRODUCTION TO LIMIT STATES 1.0 INTRODUCTION A Civil Engineering Designer has to ensure that the structures and facilities he designs are (i) fit for their purpose (ii) safe and (iii) economical and

More information

The Real Service Life and Repair Costs for Bridge Edge Beams

The Real Service Life and Repair Costs for Bridge Edge Beams The Real Service Life and Repair Costs for Bridge Edge Beams Hans-Åke MATTSSON*, Håkan SUNDQUIST ** *) MSc, PhD Student, Department of Civil and Architectural Engineering, Division of Structural Design

More information

DETERMINATION OF TIME-TEMPERATURE SHIFT FACTOR FOR LONG-TERM LIFE PREDICTION OF POLYMER COMPOSITES

DETERMINATION OF TIME-TEMPERATURE SHIFT FACTOR FOR LONG-TERM LIFE PREDICTION OF POLYMER COMPOSITES DETERMINATION OF TIME-TEMPERATURE SHIFT FACTOR FOR LONG-TERM LIFE PREDICTION OF POLYMER COMPOSITES K. Fukushima*, H. Cai**, M. Nakada*** and Y. Miyano*** * Graduate School, Kanazawa Institute of Technology

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

Numerical Analysis of the Moving Formwork Bracket Stress during Construction of a Curved Continuous Box Girder Bridge with Variable Width

Numerical Analysis of the Moving Formwork Bracket Stress during Construction of a Curved Continuous Box Girder Bridge with Variable Width Modern Applied Science; Vol. 9, No. 6; 2015 ISSN 1913-1844 E-ISSN 1913-1852 Published by Canadian Center of Science and Education Numerical Analysis of the Moving Formwork Bracket Stress during Construction

More information

STRENGTHENING STEEL-CONCRETE COMPOSITE GIRDERS USING FRPs: STATE-OF-THE-ART

STRENGTHENING STEEL-CONCRETE COMPOSITE GIRDERS USING FRPs: STATE-OF-THE-ART Asia-Pacific Conference on FRP in Structures (APFIS 2007) S.T. Smith (ed) 2007 International Institute for FRP in Construction STRENGTHENING STEEL-CONCRETE COMPOSITE GIRDERS USING FRPs: STATE-OF-THE-ART

More information

Numerical prediction of steel fiber orientation and distribution

Numerical prediction of steel fiber orientation and distribution Numerical prediction of steel fiber orientation and distribution Author: Oldřich Švec Supervisors: Henrik Stang John Forbes Olesen Lars Nyholm Thrane Three point bending test Source: internet 2 DTU Civil

More information

Numerical Analysis of Independent Wire Strand Core (IWSC) Wire Rope

Numerical Analysis of Independent Wire Strand Core (IWSC) Wire Rope Numerical Analysis of Independent Wire Strand Core (IWSC) Wire Rope Rakesh Sidharthan 1 Gnanavel B K 2 Assistant professor Mechanical, Department Professor, Mechanical Department, Gojan engineering college,

More information

Pragmatic multi-scale and multi-physics analysis of Charles Bridge in Prague

Pragmatic multi-scale and multi-physics analysis of Charles Bridge in Prague Pragmatic multi-scale and multi-physics analysis of Charles Bridge in Prague Jiří Šejnoha 1,2 Michal Šejnoha 1,2 Jan Zeman 1 Jan Novák 1,2 with Zdeněk Janda, Jiří Maděra, Jan Vorel and Jan Sýkora 1 Department

More information

REFORTEC REPAIR AND STRENGTHENING OF STRUCTURES WITH HIGH PERFORMANCE CONCRETE

REFORTEC REPAIR AND STRENGTHENING OF STRUCTURES WITH HIGH PERFORMANCE CONCRETE REFORTEC REPAIR AND STRENGTHENING OF STRUCTURES WITH HIGH PERFORMANCE CONCRETE Lisbon, 25th of october 2013 TECNOCHEM Italiana SpA Dr. D. Rosignoli (CEO) Ing. Roland Vaes Ing. Herman Van Damme INTRODUCTION

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

Rehabilitation of Unreinforced Brick Masonry Walls Using Composites

Rehabilitation of Unreinforced Brick Masonry Walls Using Composites Rehabilitation of Unreinforced Brick Masonry Walls Using Composites Mohamed AbdelMonem ElGawady, Pierino Lestuzzi, Marc Badoux Swiss Federal Institute of Technology at Lausanne EPFL, Switzerland Introduction

More information

Chapter. Earthquake Damage: Types, Process, Categories

Chapter. Earthquake Damage: Types, Process, Categories 3 Chapter Earthquake Damage: Types, Process, Categories Earthquakes leave behind a trail of damage and destruction. People s lives are affected by the loss of loved ones, destruction of property, economic

More information