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Volume 2, H – 167: Seismic behavior of adobe masonry walls in 2006 earthquake Silakhor, Iran

Categories: Proceedings 11: 8IMC, Proceedings of Conferences

Author SALEK ZAMANKHANI, J Islamic Azad University, Tabriz Branch, Faculty of Architecture and Art, Architecture Dep., Tabriz, Iran ARUN, G. Prof.Dr., Yildiz Technical University, Faculty of Architecture, Structural Systems Dep., Istanbul, Turkey, gorun@yildiz.edu.tr...

Volume 2, H – 160: Behaviour of masonry infilled steel frames under earthquake loading

Categories: Proceedings 11: 8IMC, Proceedings of Conferences

Author BEHESHTI AVAL, B.; MOHAMADZADEH, M. K. N. Toosi University of Technology, Civil Department Abstract Experiences from the past earthquakes show that masonry infilled steel frames are highly vulnerable to earthquake and investigations about the behavior of these...

Volume 2, H – 126: An assessment of masonry structures in earthquake prone areas in India

Categories: Proceedings 11: 8IMC, Proceedings of Conferences

Author MANDAL, S. K. National Institute of Technology Patna, India, Department of Architecture DHIRENDRA, K Municipal Corporation of Delhi, India, Department of Civil Engineering Abstract Today it is a proven fact that Natural Disasters can happen at any place...

Volume 2, H – 110: A wood interlocking block infill for seismic retrofit of nonductile R/C buildings

Categories: Proceedings 11: 8IMC, Proceedings of Conferences

Author SANADA, Y.; MAIDIAWATI Toyohashi University of Technology, Department of Architecture and Civil Engineering Abstract This paper proposes a wood interlocking block infill to prevent nonductile R/C buildings from collapsing, and discusses its efficiency through...

Volume 2, H – 89: New analytical fragility curves for existing URM buildings in regions with moderate seismicity

Categories: Proceedings 11: 8IMC, Proceedings of Conferences

Author OROPEZA, M.; MICHEL, C.; BIGLER, M.; LESTUZZI, P. EPFL – Ecole polytechnique fédérale de Lausanne, Switzerland Abstract Seismic risk in regions with moderate seismicity, such as Switzerland, was largely underestimated. A vast majority of existing...

Volume 2, H – 88: Earthquake – Integral masonry system tested in Lima: Building performances constructed of adobe & hollow brick

Categories: Proceedings 11: 8IMC, Proceedings of Conferences

Author ADELL, J. and G-SANTOS, A. and ORTA, B. and BUSTAMANTE, R. Universidad Politécnica de Madrid. Dpto. Const. y Tecnología Arquitectónicas PEÑA, J. AllWall Systems, S.L BLONDET, M. and GINOCCHIO, F. and V-GARCÍA, G. Pontificia Universidad Católica del Perú. Dpto....

Volume 2, H – 86: Stiffness identification and degradation of masonry under seismic loads

Categories: Proceedings 11: 8IMC, Proceedings of Conferences

Author ZIMMERMANN, T. and STRAUSS, A. University of Natural Resources and Applied Life Sciences, Vienna, Institute for Structural Engineering LUTMAN, M. Slovenian National Building and Civil Engineering Institute, Ljubljana BERGMEISTER, K. University of Natural...

Volume 2, H – 85: Seismic strengthening of an unreinforced masonry building using ECC shotcrete

Categories: Proceedings 11: 8IMC, Proceedings of Conferences

Author LIN, Y.-W. University of Auckland, Department of Civil and Environmental Engineering LAWLEY, D. Reid Construction Systems, New Zealand INGHAM, J. M. University of Auckland, Department of Civil and Environmental Engineering Abstract An Engineered Cementitious...

Volume 2, H – 80: Seismic behaviour of horizontally reinforced masonry walls

Categories: Proceedings 11: 8IMC, Proceedings of Conferences

Author GILLIJNS, J. Bekaert, Building Products Abstract Until recently, seismicity was mainly a concern in countries of Southern Europe with a prevailing tradition of RC structures with masonry infill walls. Eurocode 8 has increased awareness and concern in many other...

Volume 2, H – 72: Performance of masonry structures during the 2009 L’Aquila (Italy) earthquake

Categories: Proceedings 11: 8IMC, Proceedings of Conferences

Author KAPLAN, H.; BILGIN, H.; BINICI, H.; YILMAZ, S.; OZTAS A. Epoka University, Civil Engineering Department Abstract The surface magnitude 6.3 L’Aquila earthquake which struck the L’Aquila area on April 6, 2009, damaged a large number of buildings, of nearly all...

Volume 2, H – 47: Contributions to the knowledge about the seismic behaviour of typical Belgian masonry houses

Categories: Proceedings 11: 8IMC, Proceedings of Conferences

Author DEGEE, H.; PLUMIER, A. University of Liège – F.R.S.-FNRS, Department ArGEnCo – Structural Engineering Abstract This paper proposes a summary of the research and development work carried out at University of Liège during past years about the behaviour and design...

Volume 2, H – 43: Damage identification and non-linear failure analyses of ancient masonry structures in seismic areas: structural assessment of the Salares Tower

Categories: Proceedings 11: 8IMC, Proceedings of Conferences

Author PINEDA, P.; SÁEZ, A. University of Seville, Department of Continuum Mechanics and Structural Analysis Abstract Ancient masonry buildings located in seismic areas present a significant challenge mainly in what concerns their diagnosis and the analysis of their...

Volume 2, H – 32: Effect of steel reinforcement on shear strength of concrete masonry walls

Categories: Proceedings 11: 8IMC, Proceedings of Conferences

Author OAN, A.; SHRIVE, N. Department of Civil Engineering, University of Calgary Abstract Steel is used as reinforcement in concrete masonry walls to improve resistance against both in- and out-of-plane lateral loads. Most research on this type of construction has...

Volume 2, H – 26: Automatic design and analysis of confined masonry shear walls in seismic areas. Case studies

Categories: Proceedings 11: 8IMC, Proceedings of Conferences

Author POPESCU, G.; POPESCU, R. IPCT STRUCTURI, Bucharest, Romania Abstract In the countries with a high seismic risk, like Romania, multi-storied masonry buildings are built with reinforced or confined shear walls that can resist better the lateral earthquake action....

Volume 2, H – 17: Development of quakeproof reinforcement Methods for masonry wall

Categories: Proceedings 11: 8IMC, Proceedings of Conferences

Author OTA, N. and SUGIYAMA, T. Railway Technical Research Institute, Disaster Prevention Technology Division, Japan OKADA, K. Department of Civil & Environmental Engineering, Kokushikan University, Japan YAMAMOTO, A. Technical Research Institute, Obayashi...

Volume 2, H – 16: Simplified formulae for the displacement capacity, energy dissipation and characteristic vibration period of brick masonry buildings

Categories: Proceedings 11: 8IMC, Proceedings of Conferences

Author AHMAD, N. ROSE School, IUSS Pavia, Italy CROWLEY, H. EUCENTRE, Pavia, Italy PINHO, R. Department of Structural Mechanics, University of Pavia, Italy ALI, Q. Earthquake Engineering Center, NWFP University of Engineering and Technology Peshawar, Pakistan Abstract...

Volume 2, H – 4: Improving Structural Seismic Response Using a Hybrid Viscous and Variable Friction Damping

Categories: Proceedings 11: 8IMC, Proceedings of Conferences

Author RIBAKOV, Y. Ariel University Center of Samaria, Israel, Department of Civil Engineering Abstract Supplemental dampers are known as efficient devices for improving structural seismic response. Viscous, friction, yielding steel and other dampers were developed in...

Volume 2, G – 278: Studies on the load-carrying capacity of unreinforced masonry walls subjected to concentrated Loads

Categories: Proceedings 11: 8IMC, Proceedings of Conferences

Author GUNKLER, E.; DASHKHUU, O. Hochschule Ostwestfalen-Lippe, Fachbereich Bauingenieurwesen Abstract For components subjected to concentrated loads it is assumed, that two-dimensional stresses are resulting in pressures higher than the one-dimensional...

Volume 2, G – 277: Post-strengthening of in-plane-loaded masonry walls with FRPs

Categories: Proceedings 11: 8IMC, Proceedings of Conferences

Author PFEIFFER, U. André Rotzetter + Partner AG, Consulting Engineers, Baar / Zug SEIM, W. University of Kassel, Department of Structural Engineering, Kassel Abstract Masonry structures which are in-plane-loaded under various conditions can be post-strengthened...

Volume 2, G – 276: Bonding of FRPs on masonry surfaces

Categories: Proceedings 11: 8IMC, Proceedings of Conferences

Author SEIM, W. University of Kassel, Department of Structural Engineering, Kassel PFEIFFER, U. André Rotzetter & Partner AG, Consulting Engineers, Baar/Zug Abstract Post-strengthening of masonry structures with fiber-reinforced polymers (FRP) is important. To...
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