Direct displacement based seismic design for timber flexible diaphragms in masonry shear wall buildings
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- 作者：Reeves Whitneya ; reeves.whitney@manhattan.edu" class="auth_mail" title="E-mail the corresponding author ; Anil K. Agrawalb ; agrawal@ccny.cuny.edu" class="auth_mail" title="E-mail the corresponding author
- 关键词：Flexible diaphragm ; Unreinforced masonry buildings ; Timber diaphragm ; Displacement based design
- 刊名：Engineering Structures
- 出版年：2016
- 出版时间：15 September 2016
- 年：2016
- 卷：123
- 期：Complete
- 页码：263-274
- 全文大小：2781 K
文摘
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A proposed DDBD Analysis Methodology for flexible diaphragm buildings is discussed.
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A simplified method for analyzing flexible timber diaphragms is also considered.
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Compares the response of calibrated FEM models to both proposed methods.
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Recorded building response to earthquakes is also utilized for comparison.
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