Response of the Fatih Sultan Mehmet Suspension Bridge under spatially varying multi-point earthquake excitations
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- 作者：Nurdan Memisoglu Apaydina ; napaydin@kgm.gov.tr" class="auth_mail" title="E-mail the corresponding author ; napaydin@boun.edu.tr" class="auth_mail" title="E-mail the corresponding author ; Selcuk Basb ; selcukbas@itu.edu.tr" class="auth_mail" title="E-mail the corresponding author ; sbas@bartin.edu.tr" class="auth_mail" title="E-mail the corresponding author ; Ebru Harmandarc ; ebru.harmandar@boun.edu.tr" class="auth_mail" title="E-mail the corresponding author
- 关键词：Suspension bridge ; Structural earthquake performance ; Non-linear earthquake time-history ; Multi-point earthquake excitation ; Spatially varying ground motion
- 刊名：Soil Dynamics and Earthquake Engineering
- 出版年：2016
- 出版时间：May 2016
- 年：2016
- 卷：84
- 期：Complete
- 页码：44-54
- 全文大小：2536 K
文摘
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This analysis should be performed for reliable performance evaluation.
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Multi-point earthquake excitations lead to higher increase in sectional forces.
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Spatially varying ground motions has to be considered for suspension bridges.
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The deck and towers are responsible for higher sectional forces and displacements.