Evolution criteria of overall damage of concrete gravity dam body and foundation under near-fault ground motion

Author:

Zhai Yafei,Zhang Liaojun,Cui Binghui,Zhang Hanyun,Ma Tianxiao

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference35 articles.

1. Non-linear seismic response of concrete gravity dams to near-fault ground motions including dam-water-sediment-foundation interaction;Akkse;Appl Math Model,2010

2. Damage index evaluation of concrete gravity dam based on hysteresis behavior and stiffness degradation under cyclic loading;Ansari;Int J Struct Stab Dyn,2016

3. The effect of reservoir length on seismic performance of gravity dams to near- and far-fault ground motions;Bayraktar;Nat Hazards,2010

4. Influence of near-fault ground motions with fling-step and forward-directivity characteristics on seismic response of base-isolated buildings;Bhagat;J Earthquake Eng,2018

5. Characterization of forward-directivity ground motions in the near-fault region;Bray;Soil Dyn Earthquake Eng,2004

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