Influence of modelling of steel link beams on the seismic response of EBFs
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- 作者：Melina Bosco ; Edoardo M. Marino ; Pier Paolo Rossi ; prossi@dica.unict.it" class="auth_mail" title="E-mail the corresponding author
- 关键词：Link ; Steel ; Modelling ; Isotropic hardening ; Kinematic hardening
- 刊名：Engineering Structures
- 出版年：2016
- 出版时间：15 November 2016
- 年：2016
- 卷：127
- 期：Complete
- 页码：459-474
- 全文大小：1221 K
文摘
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The effectiveness of simplified models of links in the assessment of EBFs is investigated.
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The seismic response obtained by a refined link model is assumed as benchmark.
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A simplified model with an equivalent kinematic hardening is the most effective.
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The response variability to artificial accelerograms is comparable to that to the model.
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The response variability to natural accelerograms is slightly higher.