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- W103260879 abstract "ABSTRACT In the sub-structure approach for dynamic response analysis of gravity dams the dam-foundation rock and the dam-reservoir water interaction forces are first estimated by solving the wave equation for the foundation-rock and the reservoir domains with suitable boundary conditions, and the response of the dam by treating it as a separate sub-structure with the earthquake and the interaction forces applied externally. Using this approach, the effect of various controlling parameters on the dynamic response of the tallest monolith of Koyna dam has been investigated with the accelerogram of the M6.5 earthquake of 10 December 1967 as input excitation. Nine different combinations of the Young's modulus of foundation rock, water level in the reservoir, thickness of the sedimentary deposits in the reservoir, and the Young's modulus of the rock underlying the sedimentary layer have been considered to investigate the significance of each of these parameters on the dam response. It has been established that ..." @default.
- W103260879 created "2016-06-24" @default.
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- W103260879 date "2010-01-01" @default.
- W103260879 modified "2023-09-25" @default.
- W103260879 title "INVESTIGATION OF DYNAMIC RESPONSE CHARACTERISTICS OF GRAVITY DAMS BY SUB-STRUCTURE APPROACH" @default.
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- W103260879 doi "https://doi.org/10.1080/09715010.2010.10514997" @default.
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