Relevance of the incidence angle of the seismic waves on the dynamic response of arch dams
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- 作者：F. Garcí ; a ; fidel.garcia@ulpgc.es" class="auth_mail" title="E-mail the corresponding author ; J.J. Azná ; rez juanjose.aznarez@ulpgc.es" class="auth_mail" title="E-mail the corresponding author ; L.A. Padró ; n luis.padron@ulpgc.es" class="auth_mail" title="E-mail the corresponding author ; O. Maeso orlando.maeso@ulpgc.es" class="auth_mail" title="E-mail the corresponding author
- 关键词：Arch dams ; Seismic response ; Dam-water-sediment-foundation system ; P and S waves ; Earthquake direction of incidence ; Boundary Element Method
- 刊名：Soil Dynamics and Earthquake Engineering
- 出版年：2016
- 出版时间：November 2016
- 年：2016
- 卷：90
- 期：Complete
- 页码：442-453
- 全文大小：2818 K
文摘
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The influence of the nature and direction of incidence of seismic waves is analyzed.
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The situation of a full reservoir and the existence of bottom sediments are considered.
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A Direct Boundary Element Model is used to obtain the results.
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Vertical incidence is not always the worst case scenario.