Experimental fragility analysis of cold-formed steel-framed partition wall systems
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- 作者：Craig Jenkinsa ; cjenkins@unr.edu" class="auth_mail" title="E-mail the corresponding author ; Siavash Soroushianb ; siavash.soroushian@arup.com" class="auth_mail" title="E-mail the corresponding author ; Esmaeel Rahmanishamsic ; erahmanishamsi@unr.edu" class="auth_mail" title="E-mail the corresponding author ; E. Manos Maragakisd ; maragaki@unr.edu" class="auth_mail" title="E-mail the corresponding author
- 关键词：Nonstructural systems ; Experimental study ; Fragility analysis ; Shake table simulation ; Partition wall system ; Steel-framed
- 刊名：Thin-Walled Structures
- 出版年：2016
- 出版时间：June 2016
- 年：2016
- 卷：103
- 期：Complete
- 页码：115-127
- 全文大小：2406 K
文摘
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Seismic performance evaluation of steel-framed partition wall systems using shake tables.
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Acceleration amplifications justify the recommended amplification for flexible components.
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Median drift ratios for experimental fragilities are 0.99% (DS1), 1.61% (DS2), and 2.34% (DS3).