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Titlebook: Seismic Performance Analysis of Concrete Gravity Dams; Gaohui Wang,Wenbo Lu,Sherong Zhang Book 2021 Zhejiang University Press and Springer

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书目名称Seismic Performance Analysis of Concrete Gravity Dams
编辑Gaohui Wang,Wenbo Lu,Sherong Zhang
视频video
概述Introduces a feasible and efficient approach for the seismic performance evaluation of concrete gravity dams.Studies the nonlinear dynamic response behavior, fracture failure process, and potential fa
丛书名称Advanced Topics in Science and Technology in China
图书封面Titlebook: Seismic Performance Analysis of Concrete Gravity Dams;  Gaohui Wang,Wenbo Lu,Sherong Zhang Book 2021 Zhejiang University Press and Springer
描述.This book evaluates the seismic performance of concrete gravity dams, considering the effects of strong motion duration, mainshock-aftershock seismic sequence, and near-fault ground motion. It employs both the extended finite element method (XFEM) and concrete damaged plasticity (CDP) models to characterize the mechanical behavior of concrete gravity dams under strong ground motions, including the dam-reservoir-foundation interaction. In addition, it discusses the effects of the initial crack, earthquake direction, and cross-stream seismic excitation on the nonlinear dynamic response to strong ground motions, and on the damage-cracking risk of concrete gravity dams..This book provides a theoretical basis for the seismic performance evaluation of high dams, and can also be used as a reference resource for researchers and graduate students engaged in the seismic design of high dams..
出版日期Book 2021
关键词Concrete gravity dams; Seismic performance; eXtended finite element method; Failure mode; Strong motion
版次1
doihttps://doi.org/10.1007/978-981-15-6194-8
isbn_softcover978-981-15-6196-2
isbn_ebook978-981-15-6194-8Series ISSN 1995-6819 Series E-ISSN 1995-6827
issn_series 1995-6819
copyrightZhejiang University Press and Springer Nature Singapore Pte Ltd. 2021
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,Seismic Potential Failure Mode Analysis of Concrete Gravity Dam–Water–Foundation Systems Through Insing intensity levels are selected in this study. Based on the 320 numerical simulation results, typical failure processes and five potential failure modes of concrete gravity dams under the selected database of strong earthquake ground motions are presented.
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