Derivation of analytical seismic fragility functions for common masonry bridge types: methodology and application to real cases
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- 作者：Paolo Zampieri ; paolo.zampieri@dicea.unipd.it" class="auth_mail" title="E-mail the corresponding author ; Mariano Angelo Zanini ; Flora Faleschini
- 关键词：Masonry bridges ; Seismic vulnerability assessment ; Fragility curves
- 刊名：Engineering Failure Analysis
- 出版年：2016
- 出版时间：October 2016
- 年：2016
- 卷：68
- 期：Complete
- 页码：275-291
- 全文大小：2932 K
文摘
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Seismic fragility curves of common masonry bridges are calculated.
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The fragility curves are simplified obtained from nonlinear kinematic analysis.
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The procedure proposed is useful for a simplified seismic risk analysis.
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Two case studies where the procedure has been applied are reported.