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A platform for research: civil engineering, architecture and urbanism
Seismic analysis of concrete gravity dams by decoupled modal approach in time domain
A modal approach is proposed for dynamic analysis of general concrete gravity dam-reservoir systems in time domain. The method is explained initially, and the analysis of Pine Flat Dam is considered as a verification example. The proposed approach is proved to be a very effective technique. The main advantage being that it relies on eigen-vectors of decoupled system, which can be easily obtained by standard eigen-solution routines.
Seismic analysis of concrete gravity dams by decoupled modal approach in time domain
A modal approach is proposed for dynamic analysis of general concrete gravity dam-reservoir systems in time domain. The method is explained initially, and the analysis of Pine Flat Dam is considered as a verification example. The proposed approach is proved to be a very effective technique. The main advantage being that it relies on eigen-vectors of decoupled system, which can be easily obtained by standard eigen-solution routines.
Seismic analysis of concrete gravity dams by decoupled modal approach in time domain
Vahid Lotfi (author)
2003
Article (Journal)
Electronic Resource
Unknown
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