Effectiveness of damped braces to mitigate seismic torsional response of unsymmetric-plan buildings
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- 作者：Fabio Mazza ; fabio.mazza@unical.it" class="auth_mail" title="E-mail the corresponding author ; Emilia Pedace emilia.pedace@unical.it" class="auth_mail" title="E-mail the corresponding author ; Francesco Del Favero francescodf86@hotmail.com" class="auth_mail" title="E-mail the corresponding author
- 关键词：Unsymmetric-plan framed structures ; Hysteretic dampers ; Displacement-based design ; Nonlinear dynamic analysis ; Damage index domains
- 刊名：Mechanical Systems and Signal Processing
- 出版年：2017
- 出版时间：15 February 2017
- 年：2017
- 卷：85
- 期：Complete
- 页码：610-624
- 全文大小：2798 K
文摘
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Effectiveness of the HYDBs to mitigate seismic torsional response.
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DBD procedure of HYDBs for seismic retrofitting in-plan irregular structures.
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Extended N2 method to evaluate higher mode torsional effects in nonlinear static analysis.
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Comparison of different in-plan stiffness and strength distributions of HYDBs.
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Effectiveness and reliability of the DBD procedure at serviceability and ultimate limit states.