Earthquake response of solitary slender freestanding intake towers
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- 作者：Mohammad Alembagheri alembagheri@modares.ac.ir" class="auth_mail" title="E-mail the corresponding author
- 关键词：Intake-outlet towers ; Freestanding condition ; Seismic analysis ; Coulomb friction model ; Sliding and opening ; Water-structure interaction
- 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：1-14
- 全文大小：3555 K
文摘
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Earthquake response of slender hollow intake-outlet tower is studied.
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Tower is analyzed in anchored (fixed base) and unanchored (freestanding) states.
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Its foundation is allowed to uplift and slide on the underlying soil.
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Water-structure interaction is considered using Eulerian-Lagrangian approach.
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Detailed parametric study is conducted on several system characteristics.