Earthquake Performance Investigation of a Masonry Building

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dc.contributor.author Hakan, Basaran
dc.contributor.author Ali, Demir
dc.contributor.author Muhiddin, Bagci
dc.date.accessioned 2015-12-05T11:16:54Z
dc.date.available 2015-12-05T11:16:54Z
dc.date.issued 2013-05-23
dc.identifier.uri http://dspace.epoka.edu.al/handle/1/1175
dc.description.abstract This study investigated earthquake safety of a school building with a total construction area of 377 m2 based on Turkish Earthquake Code-2007 (TEC-2007). The architectural projects of the building were not present. Data regarding the details and sizes of the elements to be used in determining the capacities of the elements of the supporting systems of the existing buildings and information regarding the geometry and material characteristics of the supporting systems were achieved from observations and measurements to be carried out on the building. Then the measured system drawings were prepared for the building. Photographs revealing the current state of the building were taken and are presented in this study. How the performance of the building was evaluated was given in detail as step by step. By evaluating the performance of the building, the needed strengthening method was suggested to have an earthquake resistant building. en_US
dc.language.iso en en_US
dc.publisher International Balkans Conferance on Challenges of Civil Engineering en_US
dc.title Earthquake Performance Investigation of a Masonry Building en_US
dc.type Article en_US


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  • BCCCE 2013
    2nd International Balkans Conference on Challenges of Civil Engineering

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