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Seismic analysis of concrete gravity dams by decoupled modal approach in time domain

Author(s):
Medium: journal article
Language(s): English
Published in: Electronic Journal of Structural Engineering, , v. 3
Page(s): 102-116
DOI: 10.56748/ejse.333
Abstract:

A modal approach is proposed for dynamic analysis of general concrete gravity dam-reservoir systems in time domain. The method is explained initially, and the analysis of Pine Flat Dam is considered as a verification example. The proposed approach is proved to be a very effective technique. The main advantage being that it relies on eigen-vectors of decoupled system, which can be easily obtained by standard eigen-solution routines.

Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.56748/ejse.333.
  • About this
    data sheet
  • Reference-ID
    10778942
  • Published on:
    12/05/2024
  • Last updated on:
    12/05/2024
 
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