Effect of Foundation Nonlinearity on Seismic Response of an Existing Arch Dam
نویسندگان
چکیده
منابع مشابه
Effect of Seismic wave scattering on the Response of Dam-Reservoir-Foundation Systems
Traditionally the foundation in a dam is modeled by a sub-structuring approach for the purpose of seismic performance analysis. The main disadvantage of sub-structuring approach is that it cannot be used for solving nonlinear dynamic problems. Therefore, in that case seismic response analysis must be carried out in time domain. Among the different earthquake input mechanisms the deconvolved ear...
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ژورنال
عنوان ژورنال: Civil Engineering Journal
سال: 2016
ISSN: 2476-3055
DOI: 10.28991/cej-2016-00000026