Mühendislik Mimarlık ve Danışmanlık Engineering Architecture and Consultancy İZMİR - İSTANBUL TÜRKİYE İZMİR OFİS: 567/1 Sok., No:6/5, Osmangazi Mah., 35535 - Bayraklı Tel: +90 232 3424297 Faks: +90 232 3424297 Cep: +90 543 4611038 İSTANBUL OFİS: 19 Mayıs Mah. Halaskargazi Cad.No: 174, Kat: 5/5, Şişli, 34360 Tel: +90 212 2968505 - Faks: +90 212 2968565 Web: www.in-ark.com - email: info@in-ark.com
2 INARK Mühendislik Mimarlık ve Danışmanlık
İçindekiler --Contents Tarihçe 5 History 5 Deprem Mühendisliği 7 Seismic Engineering 7 Hizmetler 8 Services 8 Belli Başlı Temel Eserle 28 Main Works 28 Yayınlar 30 Publications 30 3 INARK Engineering Architecture and Consultancy
INARK Mühendislik Mimarlık ve Danışmanlık
Tarihçe-- History INARK is a Turkish Italian company established in Izmir in 2011, is born by fusion of two professional Italian engineering and architectural companies with Turkish engineers and supervisors. Although just established, INARK standing on the shoulders of fifty years of experience in various structural and civil engineering work. In fact, during the sixties Italian companies began to operate in their own country in Architectural and Engineering consulting services for Public Administration and Private Investors. During these years both of the partners have gathered their experience and have grown up through the continuous demand from architects and engineers by the developing societies of the second half of the 20th century. Both of the partners of INARK are still active today in Italy, owned and governed by the 2nd generation of the original founders. Now, we are one of leading companies in Italy in seismic engineering and assessment field with strong connections in offices such as Civil Defense Network, Hospitals Network, Infrastructural Network in Italy. During the past 10 years, the interest for foreign markets has increased and this brought the opportunity for a cooperation with Turkish engineers and Turkish Universities in the field of seismic engineering and all other related technical aspects to share knowledge and serve the ever increasing needs of Turkish society during their race for their bright future. INARK is the result of this cooperation and offers to the Turkish engineering and architectural market a multitude of consultancy services. Our field of expertise has a broad spectrum ranging from general integrated architectural and civil engineering consulting services to specialized seismic engineering services such as earthquake resistant design, base isolation (earthquake isolation), dampers, retrofitting and seismic vulnerability assesment of existing structures and infrastructures. INARK provides thorough her skilled technical staff a high standard consultancy services in civil/structural and architectural projects, design, feasibility studies, and work supervision supporting the clients needs from the beginning of the process till the end whilst in searching and realizing the best possible solutions. An organic connection with architectural and engineering research world gives INARK, the possibilities to be always the forerunner in new technologies and constructional materials. The last but not the least, INARK also has a broad knowledge in old and traditional construction materials and techniques, giving her the ability to identify the best way to proceed in retrofitting, repairing, and restoration of historical buildings which are invaluable for our common world heritage. For us Architecture and Engineering are the instruments to achieve high living standards for a better world, through merging knowledge, technology, and experience to change things for good and for all. Nothing is a new creation, nothing can be totally destroyed, but things can be always refined on. That is our philosophy. 5 INARK Engineering Architecture and Consultancy
Friction Pendulum tested at the SRMD Laboratory (University of California San Diego, USA) for the Bolu Viaduct - Turkey Rubber Bearing tested at SRMD Laboratory (University of California San Diego, USA) Damper tested at SRMD Laboratory (University of California San Diego, USA) INARK Mühendislik Mimarlık ve Danışmanlık
Deprem Mühendisliği -- Seismic Engineering INARK is unique in its seismic design and analysis capabilities. Our portfolio projects spans several sectors using always the most appropriate materials. In all our work, we follow two main principles: a performance-based approach using advanced analytical techniques to provide cost efficient solutions for complex design projects and a coordination among various involved entities to ensure that the civil/structural work is in harmony with all the elements setforth in design. All our efforts aim to provide innovative solutions satisfying every need and create new benchmarks. The company has designed numerous structures in high seismic zones and performed nonlinear, linear, static, and dynamic seismic analyses of complex structures. We have been always attentive to the world of research and new technological developments, a constant relationship with the academic world, has allowed the possibility to apply in real world the latest scientific discoveries and technologies. INARK provides seismic design and analysis for all types of buildings ranging in different sizes and complexities, and implements the appropriate use of sophisticated analysis tools in order to achieve the most costeffective design solutions for building owners, architects, developers, and contractors. By combining our practical experience with our research expertise, we continue to provide the highest level of seismic design and analysis for new structures and the seismic retrofitting of existing structures. In recent years, particular attention has been paid to the issue of seismic risk of buildings and bridges. Following our values of innovation, we have specialized in this field and carried out services for the Italian administration. We have also performed seismic testing, temporary, and continuos health monitoring for buildings and bridges. Seismic retrofitting provides existing structures more resistive to seismic loads imposed on structures by earthquakes. Retrofitting processes range from reinforcement of individual structural elements to structural interventions for seismic improvement of existing buildings by innovative measures, and to interventions aiming at refurbishing and/or conversion of historical buildings. INARK has always successfully dealt with these issues by adopting a methodology structured in three key steps: knowledge, project and site work: The acquisition of knowledge is an iterative process which includes thorough research, archiving, and bibliographical/historical analysis of the structure in hand, planning and execution of survey (geognostic, diagnostic and geophysics); The successful design means analysis and synthesis in order to determine the optimal solution with respect to economic, technical and functional constraints. Particular attention is given to the modern retrofitting technologies such as damper devices, advanced composite materials, seismic isolators, and external prestressing; The supervision on site is very crucial to ensure realization of the assumptions made with regards to the building site, and therefore the perfect execution of the project. 7 INARK Engineering Architecture and Consultancy
Sismik İzalasyonlu Hastane Yil: 1999 Year: 1999 Building Section Yer: Place: İş: Type: Müşteri: Client: Frosinone - İtalya Frosinone - Italy Proje Tasarım -Denetleme Project Design - Supervision Kamu Public Administration Tasarımcıları: INARK Designers: INARK Maliyet: 63.338.741,00 Cost: 63.338.741,00 Winner of an International Tender for a new 400 beds, 170.000 meter cube hospital in Frosinone, located at a medium-high seismic zone. The hospital is a 10 storey building with two underground levels. A heliport is positioned on the roof level of the hospital. The hospital is the first seismically isolated hospital designed in Europe, and has been chosen by the Italian Seismic Service as a pilot-example for future applications. The system of isolators placed between the foundation and the superstructure allows to decouple the ground motion from the building motion, and dissipates large amount of seismic energy. Several finite element models of the structure have been built and non-linear time history analyses under natural ground motion excitations have been carried out. The load bearing system of the structure is reinforced concrete frames. Rubber Bearing Isolator 8 INARK Mühendislik Mimarlık ve Danışmanlık
Seismically Isolated Hospital Rubber Bearing Tests Architecturally the major challenge has been to achieve the maximum efficiency, technical and economical, without compromising the comfort of the patients. Particular attention has been given to the floors and rooms layout in making them functional for the doctors and the family visitors. Furthermore, studies for the control of light have been carried out in order to give at each room the right exposure. 9 INARK Engineering Architecture and Consultancy
Deprem Izalatörleri ile Sismik Güçlendirme Isolated Structure Yıl: 2009 Year: 2009 Yer: Place: İş: Type: Müşteri: Client: Roma - İtalya Roma - Italy Proje Tasarım Project Design Abaco Inşaat Abaco Construction Mode Shapes Tasarımcıları: INARK Ortak Girişim Designers: INARK in Joint Venture Maliyet: Cost: The project consists of seismic improvement of an existing project by seismic isolators. After careful evaluation of the existing project, it is decided to use high damping rubber (HDR) bearings with friction sliders. Time history analysis of the building with and without the seismic isolation system has been performed to assess the advantages of using such systems. Based on the analysis results, the seismic response of the structure improved: - through the increase of the fundamental periods, seismic loads decreased tremendously, - reduction of inter-story drifts, - reduction of the base shear forces. Displacements Time History High Damping Rubber Bearing From the displacements time history at each floor it is possible to see that there is no inter-story drifts, and the structure will always behave as elastic. 10 INARK Mühendislik Mimarlık ve Danışmanlık
Seismic Retrofitting with Seismic Isolators 11 INARK Engineering Architecture and Consultancy
Hastane Projesi Yıl: 2005 Year: 2005 Yer: Place: İş: Type: Müşteri: Client: Teano (CE) - İtalya Teano (CE) - Italy Proje Tasarım Project Design Kamu Public Administration Tasarımcıları: INARK Ortak Girişim Designers: INARK in Joint Venture Maliyet: 16.666.268,55 Cost: 16.666.268,55 The new hospital of Teano was designed based on the need of the new regional hospital working plan. The hospital includes 144 beds with various sections: Observation Room (5), Day Surgery (9), Intensive Care Unit (5), Dialysis Center (9), Day Hospital (4), General Care (15), Cardiology (9), General Surgery (15), Special Surgery (9), Orthopedia, Gynecology (21), Pediatrics (10). The structural analysis of the complex was performed based on the Italian building code. 12 INARK Mühendislik Mimarlık ve Danışmanlık
Hospital Project 13 INARK Engineering Architecture and Consultancy
Üniversite Sismik Değerlendirmesi ve Güçlendirmesi Yil: 2006 Year: 2006 Yer: Place: İş: Type: Müşteri: Client: Foggia- İtalya Foggia - Italy Proje Tasarım -Denetleme Project Design - Supervision Foggia Üniversites University of Foggia Tasarımcıları: INARK Ortak Girişim Designers: INARK in Joint Venture Maliyet: 7.035.568,00 Cost: 7.035.568,00 Seismic vulnerability assessment and retrofitting project of the historical University buildings in Foggia- Italy. Different techniques were used to increase the resistance of the mansonry walls, as grout injection, surface treatment, external reinforcement. It was necessary also to demolish part of the building and re-build new concrete structure due to the age. 14 INARK Mühendislik Mimarlık ve Danışmanlık
Seismic Evaluation and Retrofitting of a University 15 INARK Engineering Architecture and Consultancy
Tarihi Bir Binanın Güçlendirmesi Tympanum Detail Balcony Detail Work Fases Yıl: 2006-2009 Year: 2006-2009 Yer: Place: İş: Type: Müşteri: Client: Napoli - İtalya Naples - Italy Proje Tasarım -Denetleme Project Design - Supervision Özel Private Tasarımcıları: INARK Designers: INARK Maliyet: 1.052.814,91 Cost: 1.052.814,91 Seismic evaluation and retrofitting of an historical building. Special attention was given to the appropriate materials used and choice of the best retrofitting technique. Maintenance work of the internal and external side of the building compose of scarifying and plastering, painting, revision and restoration of the entire external elements, nailing with fiberglass bars on the columns and further decorative elements, structural recovery of the tuff masonries. Roof: before Roof: after 16 INARK Mühendislik Mimarlık ve Danışmanlık
Seismic Retrofitting of an Historical Building 17 INARK Engineering Architecture and Consultancy
Deniz Fenerinin Sismik Değerlendirmesi ve Güçlendirmesi Yıl: 2009 Year: 2009 Yer: Place: İş: Type: Müşteri: Client: Maiori (SA) - İtalya Maiori (SA) - Italia Proje Tasarım -Denetleme Project Design - Supervision Deniz İşleri Ofisi Marine works office Tasarımcıları: INARK Ortak Girişim Designers: INARK in Joint Venture Maliyet: 569.032,89 Cost: 569.032,89 The lighthouse was realized in 1914. Besides the lighthouse, there are houses for the workers and a storage building. The seismic evaluation and retrofitting was performed by: - Repairing damages due to aging, - Improving the overall seismic response, - Improving the vertical load bearing system. A push-over analysis was performed with different analytical models. The response of the structure before and after the seismic retrofitting was evaluated with the safety index to ensure that seismic retrofitting has achieved its goals. Verification of the structural performance has been done using the latest Italian Building Code D.M. 2008. 18 INARK Mühendislik Mimarlık ve Danışmanlık
Seismic Evaluation and Retrofitting of a Lighthouse 19 INARK Engineering Architecture and Consultancy
Okulun Sismik Değerlendirmesi ve Güçlendirmesi Detail of beam FRP shear retrofitting Yıl: 2009-2010 Year: 2009-2010 Detail of joint retrofitting Yer: Place: İş: Type: Müşteri: Client: Moliterno (PZ) - İtalya Moliterno (PZ) - Italy Proje Tasarım Project Design Kamu Public Administration Tasarımcıları: INARK Ortak Girişim Designers: INARK in Joint Venture Maliyet: 1.236.000,00 Cost: 1.236.000,00 Detail of wood connection Detail of column retrofitting with FRP The structural project was made after a detailed analysis of material characteristics. A push-over analysis was performed and the building performance was verified based on the latest Italian building code NTC 2008. The building showed some failure mechanisms due to low concrete quality and its structural layout. Retrofitting was performed by: - Confining and increasing the concrete column sections, - Constructing new beam through the orthogonal direction, - Retrofitting of the existing beams with fiber reinforced composite (FRP). Seismic Retrofitting of existing beam 20 INARK Mühendislik Mimarlık ve Danışmanlık
Seismic Evaluation and Retrofitting of a School Plan and Elevation view of the restored structure View of the new hall made with wood layer. 21 INARK Engineering Architecture and Consultancy
Bir Bölgenin Sismik Değerlendirmesi ve Güçlendirmesi Yıl: 2007 Year: 2007 Yer: Place: İş: Type: Müşteri: Client: Ripabottoni (CB) - İtalya Ripabottoni (CB) - Italy Proje Tasarım Project Design Kamu Public Administration Tasarımcıları: INARK Ortak Girişim Designers: INARK in Joint Venture Maliyet: 309.391,32 Cost: 309.391,32 This project consists of damage evaluation and retrofitting of the Ripabottoni Comune after the 2002 earthquake. It was a pilot project for the post-earthquake evaluation of the entire region. The typical construction practice of this region is unreinforced masonry. After the post-earthquake damage evaluation and seismic analysis, following solutions have been realized: - Mansonry retrofitting, - Foundation retrofitting, - Construction of new masonry walls, - Slab and volt retrofitting, - Roof reconstruction. 22 INARK Mühendislik Mimarlık ve Danışmanlık
Seismic Evaluation and Retrofitting of a Region 23 INARK Engineering Architecture and Consultancy
Köprünün İzalatörler ile Sismik Güçlendirmesi Yıl: 2009-20011 Year: 2009-20011 Yer: Place: İş: Type: Müşteri: Client: San Fili (RC) - İtalya San Fili (RC) - Italy Proje Tasarım -Denetleme Project Design - Supervision Kamu Public Administration Tasarımcıları: INARK Ortak Girişim Designers: INARK in Joint Venture Maliyet: 600.000,00 Cost: 600.000,00 Seismic Retrofitting of Two Bridges with Isolators. Seismic evaluation and retrofitting of two bridges in Italy due to aging: After careful analysis of both bridges, it is decided to use a combination of isolators and sliders (friction pendulums) to decrease the seismic forces acting on the bridge columns. Seismic evaluation and retrofitting of the bridge decks were performed by: - Field observation and testing of existing bridge columns based on Italian codes, - Analytical modeling of the bridges for choosing best retrofitting strategy, - Using a combination of isolators and sliders to decrease earthquake forces acting on the aged bridge columns, - A composite steel deck with concrete slab system were chosen for the deck to decrease the superstructure s mass. 24 INARK Mühendislik Mimarlık ve Danışmanlık
Seismic Retrofitting of a Bridge 25 INARK Engineering Architecture and Consultancy
Köprülerin Sismik Değerlendirmesi Yıl: 2009-20011 Year: 2009-20011 Yer: Place: İş: Type: Friuli, Toscana, Marche, Puglia, Calabria, Sicilia Friuli, Toscana, Marche, Puglia, Calabria, Sicilia Proje Tasarım Project Design Müşteri: Kamu - ANAS Client: Public Administration - ANAS Tasarımcıları: INARK Ortak Girişim Designers: INARK in Joint Venture Maliyet: 1.100.000,00 Cost: 1.100.000,00 Seismic vulnerability assessment of 248 bridges across Italian road network in regions Friuli, Toscana, Marche, Puglia, Calabria, Sicilia. Seismic evaluation and retrofitting of the bridges were performed in four different phases: - Preliminary analysis and field observations, - Field testing based on Italian codes, - Analytical modeling for seismic vulnerability assessment, - Retrofitting strategy based on the previous results for each different bridge. 26 INARK Mühendislik Mimarlık ve Danışmanlık
Seismic Vulnerability Assessment of Bridges 27 INARK Engineering Architecture and Consultancy
Belli Başlı Temel Eserler-- Main Works New Civil Hospital of Frosinone Italy Pilot project for the base-isolated hospitals Client: Italian Ministry of Health Total buildings Volume: 200.000 m3 Numbers of beds: 366 Value of Works: 60.945.768 Year: 2000-2009 Seismic vulnerability assessment of bridges of Italian road network in regions Friuli, Toscana, Marche, Puglia, Calabria, Sicilia Client: Ministry of Infrastructures and Public Works ANAS SpA Department Numbers of bridges: 248 Total length of bridges: 50.357 m Value of consultancies services: 1.100.000 Year: 2009-2011 Seismic vulnerability assessment and retrofitting project of the NCO Military Academy in Campobasso Italy Client: Italian Ministry of Defense - Army Numbers of buildings: 21 Total buildings Volume: 217.270 m3 Value of Works: 10.650.440 Year: 2006-2007 Seismic vulnerability assessment and retrofitting project of the Command Centers of Fire Department in Italian Regions Campania and Basilicata Client: Italian Ministry of Internal Affairs Fire and Civil Defense Department Numbers of buildings: 30 Total buildings Volume: 194.225 m3 Value of Works: 15.000.000 Year: 2010-2011 Seismic vulnerability assessment and retrofitting project of the buildings 4C and 4D of Italian Air Force Academy in Pozzuoli - Italy Client: Italian Ministry of Defense Air Force Numbers of buildings: 2 Total buildings Volume: 7.000 m3 Value of Works estimated: 2.000.000 Year: 2011 - ongoing. Seismic vulnerability assessment of the Civil Hospital in Avezzano Italy Client: Italian Ministry of Health Numbers of buildings: 15 Total buildings Volume: 123.436 m3 Value of consultancies services: 123.929,60 Seismic vulnerability assessment of the Civil Hospital in Massa Carrara Italy Client: Italian Ministry of Health Numbers of buildings: 12 Total buildings Volume: 179.379 m3 Value of consultancies services: 180.842,50 Year: 2008-2009 Seismic vulnerability assessment of the Civil Hospitals in Ascoli and Fermo Italy Client: Italian Ministry of Health Numbers of buildings: 16 Total buildings Volume: 220.469 m3 Value of consultancies services: 111.056 Year: 2009-2010 Seismic vulnerability assessment of the Civil Hospital in Palermo and Trigona di Noto Italy Client: Italian Ministry of Health Numbers of buildings: 3 Total buildings Volume: 70.597 m3 Value of consultancies services: 245.242 Year: 2008 Seismic risk mitigation study for Calabria Region Hospital s Net Client: Italian Ministry of Health Value of consultancies services: 450.000 Year: 2004-2005 Seismic vulnerability assessment of 12 school buildings in Forlì - Italy Client: Forlì Municipality Numbers of buildings: 12 Total buildings Volume: 50.687 m3 Value of consultancies services: 47.894 Year: 2008 28 INARK Mühendislik Mimarlık ve Danışmanlık
Belli Başlı Temel Eserler -- Main Works Seismic vulnerability assessment and retrofitting project of 2 school buildings in Vibo Valentia - Italy Client: Vibo Valentia Municipality Numbers of buildings: 2 Total buildings Volume: 5710 m3 Value of Works : 481.993 Year: 2008 Seismic vulnerability assessment of 4 school buildings in Pisticci - Italy Client: Pisticci Municipality Numbers of buildings: 4 Total buildings Volume: 28.500 m3 Value of consultancies services: 43.114 Year: 2008 Seismic vulnerability assessment of 7 school buildings in Lauria - Italy Client: Lauria Municipality Total buildings Volume: 28.526 m3 Numbers of buildings: 7 Value of consultancies services: 32.091 Year: 2008 Seismic vulnerability assessment and retrofitting project of the IMAST laboratory research building in Portici - Italy Client: IMAST Composite Materials and Structural Materials Engineering Numbers of buildings: 1 Total buildings Volume: 19.000 m3 Value of Works: 5.750.000 Year: 2011 Seismic vulnerability assessment and retrofitting project of the historical University buildings in Foggia- Italy Client: University of Foggia Numbers of buildings: 4 Total buildings Volume: 15.120 m3 Value of Works: 7.035.568 Year: 2006-2010 29 INARK Engineering Architecture and Consultancy
Yayınlar -- Publications C. Amaddeo, O. Ozcelik, S. Misir, S. Kahraman: Identifying modal parameters of structures using earthquake data, New World Science Academy, NWSA, vol. 4, n. 3, 2009. G. Benzoni, C. Amaddeo: Assessment of performance degradation energy dissipators installed on bridge structures, Seismic Isolation and Protection Systems, vol. 1, n. 1, 2010. G. Benzoni, C. Amaddeo: Ongoing r&d projects for the control of seismic and non-seismic vibrations in the USA, ASSISi 10th World Conference on Seismic Isolation, Energy Dissipation and Active Vibrations Control of Structures, 28-31 May 2007, Istanbul. C. Amaddeo, G. Benzoni, E. D Amore: Structural Health Monitoring of a Bridge with Energy Dissipators, MERCEA'08 Seismic Engineering International Conference commemorating the 1908 Messina and Reggio Calabria Earthquake, 08-11 July 2008, Reggio Calabria. E. D Amore, A. Astaneh-Asl, C. Amaddeo: System Identification of Burbank Six-Story Building Using Earthquake Data, MERCEA'08 Seismic Engineering International Conference commemorating the 1908 Messina and Reggio Calabria Earthquake, 08-11 July 2008, Reggio Calabria. C. Amaddeo, G. Benzoni, E. D Amore: Damage detection algorithm for bridge anti-seismic device, IN- TERNATIONAL WORKSHOP "Civil Structural Health Monitoring 2" WIM (Weigh In Motion), LOAD CAPAC- ITY, AND BRIDGE PERFORMANCE, In the Context of Risk Assessment, Maintenance and Life Cost Based Design September 28 - October 1, 2008 - Taormina - Sicily (Italy).ting the 1908 Messina and Reggio Calabria Earthquake, 08-11 July 2008, Reggio Calabria. G. Benzoni, C. Amaddeo, A damage identification procedure for bridge structures with energy dissipation devices, Report SRMD-2007/08, La Jolla, CA, September 2007. G. Benzoni, C. Amaddeo, S. Infanti, Experimental evaluation of damper performance under simulated damage condition, Report SRMD 2007/09, La Jolla, CA, September 2007 G. Benzoni, D. Innamorato, C. Amaddeo, Nippon Steel Engineering. U-Shaped Dampers December 4-7, 2007, Report SRMD-2008/03, La Jolla, CA, February 2008. G. Benzoni, C. Amaddeo, D. Innamorato, Scott Engineering 21KV 3600 KVAR Capacitor Bank Tests April, 2008, Report SRMD-2008/03, La Jolla, CA, May 5, 2008. G. Benzoni, C. Amaddeo, D. Innamorato, Tests of Bridgestone Bearing HDR700, Report SRMD-2008/09, La Jolla, CA, September, 2008. 30 INARK Mühendislik Mimarlık ve Danışmanlık
İZMİR OFİS: 567/1 Sok., No:6/5, Osmangazi Mah., 35535 - Bayraklı Tel: +90 232 3424297 Faks: +90 232 3424297 Cep: +90 543 4611038 İSTANBUL OFİS: 19 Mayıs Mah. Halaskargazi Cad.No: 174, Kat: 5/5, Şişli, 34360 Tel: +90 212 2968505 - Faks: +90 212 2968565 Web: www.in-ark.com - email: info@in-ark.com