Influence of Dynamic Analysis Methods on Seismic Response of a Buttress Dam
The seismic analysis of a buttress dam with 73.50 m height is performed by the spectral analysis method and the direct time integration method. An accelerogram with 0.1g maximum acceleration was applied horizontally, in the upstream - downstream direction, at the bottom of the dam-foundation finite...
| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
| Published: |
Sciendo
2014-09-01
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| Series: | Mathematical Modelling in Civil Engineering |
| Subjects: | |
| Online Access: | https://doi.org/10.2478/mmce-2014-0012 |