The effect of reservoir length on seismic performance of gravity dams to near- and far-fault ground motions
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DOI: 10.1007/s11069-009-9368-1
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Cited by:
- Prithwish Saha & Kalyan Kumar Mandal, 2021. "A study of earthquake-induced vibration on laminated composite plates using finite element method," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 106(3), pages 2251-2277, April.
- José Antunes do Carmo & Rita Carvalho, 2011. "Large dam-reservoir systems: guidelines and tools to estimate loads resulting from natural hazards," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 59(1), pages 75-106, October.
- Gaohui Wang & Sherong Zhang & Chao Wang & Mao Yu, 2014. "Seismic performance evaluation of dam-reservoir-foundation systems to near-fault ground motions," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 72(2), pages 651-674, June.
- Soumya Gorai & Damodar Maity, 2021. "Numerical investigation on seismic behaviour of aged concrete gravity dams to near source and far source ground motions," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 105(1), pages 943-966, January.
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Keywords
Concrete gravity dam; Dam–reservoir–foundation interaction; Lagrangian approach; Near- and far-fault ground motions; Seismic performance evaluation;All these keywords.
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