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The Institute of Theoretical and Applied Mechanics
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Original version of the author's contribution as presented on CD, Paper ID: 05-02-0108.:
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Three-Dimensional Nonlinear Degrading Model for Earthquake Response Analyses of Concrete Bridges
Phung, Vietanh
;
Lau, David
This paper presents a three-dimensional nonlinear degrading stiffness model capable of capturing stiffness degradation in bilateral directions for earthquake response ana [...]
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