Investigating the Reservoir Sediment Effects on Seismic Damage of Concrete Gravity Dams Using Nonlinear Incremental Dynamic Analysis (NIDA)
Author:
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s40996-024-01466-x.pdf
Reference59 articles.
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2. Alavi B, Krawinkler H (2001) Effects of near-fault ground motions on frame structures. Report No. 138. California, The John A. Blume Earthquake Engineering Center, Stanford University
3. Alembagheri M (2016) Earthquake damage estimation of concrete gravity dams using linear analysis and empirical failure criteria. Soil Dyn Earthq Eng 90:327–339. https://doi.org/10.1016/j.soildyn.2016.09.005
4. Alembagheri M, Ghaemian M (2013a) Damage assessment of a concrete arch dam through nonlinear incremental dynamic analysis. Soil Dyn Earthq Eng 44:127–37. https://doi.org/10.1016/j.soildyn.2012.09.010
5. Alembagheri M, Ghaemian M (2013b) Seismic assessment of concrete gravity dams using capacity estimation and damage indexes. Earthq Eng Struct Dyn 42:123–144. https://doi.org/10.1002/eqe.2196
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