Seismic performance evaluation of dam-reservoir-foundation systems to near-fault ground motions
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DOI: 10.1007/s11069-013-1028-9
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References listed on IDEAS
- Alemdar Bayraktar & Temel Türker & Mehmet Akköse & Şevket Ateş, 2010. "The effect of reservoir length on seismic performance of gravity dams to near- and far-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. 52(2), pages 257-275, February.
- Süleyman Adanur & Ahmet Altunişik & Alemdar Bayraktar & Mehmet Akköse, 2012. "Comparison of near-fault and far-fault ground motion effects on geometrically nonlinear earthquake behavior of suspension bridges," 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. 64(1), pages 593-614, October.
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- Fjóla Sigtryggsdóttir & Jónas Snæbjörnsson & Lars Grande & Ragnar Sigbjörnsson, 2015. "Methodology for geohazard assessment for hydropower projects," 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. 79(2), pages 1299-1331, November.
- 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 dams; Seismic performance; Near-fault ground motions; Demand-capacity ratio (DCR); Seismic damage; Concrete damaged plasticity (CDP) model; Dam-reservoir-foundation interaction;All these keywords.
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