Flexible Foundation Effect on Seismic Analysis of Roller Compacted Concrete (RCC) Dams Using Finite Element Method
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Title
Flexible Foundation Effect on Seismic Analysis of Roller Compacted Concrete (RCC) Dams Using Finite Element Method
Authors
Keywords
RCC dam, nonlinear time history, dynamic response, dam-reservoir interaction, flexible foundation, finite element model, earthquake
Journal
KSCE Journal of Civil Engineering
Volume 22, Issue 4, Pages 1275-1287
Publisher
Springer Nature
Online
2017-06-23
DOI
10.1007/s12205-017-1088-6
References
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