Effect of out-of-plane behavior on seismic fragility of masonry buildings in Turkey

被引：0
作者：
Hasan Burak Ceran
Murat Altug Erberik
机构：
[1] Prime Ministry Turkish International Cooperation and Development Agency,Civil Engineering Department
[2] Middle East Technical University,undefined
来源：
Bulletin of Earthquake Engineering | 2013年 / 11卷
关键词：
Unreinforced masonry; In-plane response; Out-of-plane response; Fragility curve; Damage estimation;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
This study focuses on the evaluation of seismic safety of unreinforced masonry buildings in Turkey by using fragility curves generated for two behavior modes of load bearing walls: in-plane and out-of-plane. During generation of fragility curves, a force-based approach has been used. There exist two limit states in terms of base shear strength for in-plane behavior mode and flexural strength for out-of-plane behavior mode. To assess the seismic vulnerability of unreinforced masonry buildings in Turkey, fragility curves generated for in-plane behavior were verified by the observed damage during the 1995 Dinar (Turkey) earthquake and fragility curves generated for out-of-plane behavior were verified by the observed damage during the 2010 Elazığ (Turkey) earthquake. The verification results reveal that the proposed fragility-based procedure can provide an alternative for the seismic safety evaluation of unreinforced masonry buildings in Turkey. Using this procedure, it becomes possible to investigate a large population of masonry buildings located in regions of high seismic risk in a short period of time. The obtained results are valuable in the sense that they can be used as a database during the development of strategies for pre-earthquake planning and risk mitigation for earthquake prone regions of Turkey.
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页码：1775 / 1795
页数：20
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