Evaluation of collapse-resistance of special truss moment frames as per FEMAp695 approach
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- 作者：Vamsi Prasad Gade ; Dipti Ranjan Sahoo ; drsahoo@civil.iitd.ac.in" class="auth_mail" title="E-mail the corresponding author
- 关键词：Collapse ; Nonlinear dynamic analyses ; Performance-based plastic design ; Seismic analysis ; Seismic design ; Special truss moment frame
- 刊名：Engineering Structures
- 出版年：2016
- 出版时间：1 November 2016
- 年：2016
- 卷：126
- 期：Complete
- 页码：505-515
- 全文大小：3310 K
文摘
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ASCE frame failed to reach the acceptable collapse margin ratio.
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PBPD STMF had better ductility ratio and achieved the desired yield mechanism.
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PBPD frame had better load redistribution potential with missing interior column.
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The plastic hinge distribution over the height is more uniform for PBPD frame.