Flexible Foundation Effect on Seismic Analysis of Roller Compacted Concrete (RCC) Dams Using Finite Element Method

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

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