Assessment of seismic slope stability considering two-dimensional flexible block reaction and topographic amplification effect
碩士 === 國立中興大學 === 土木工程學系所 === 104 === The Newmark displacement method is a common method to assess seismic slope stability. However,it is assumed that the sliding block is rigid and doesn’t considering the topographic effect. The incident seismic wave will be varied depending on depth of sliding...
| Main Authors: | , |
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| Format: | Others |
| Language: | zh-TW |
| Published: |
2016
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| Online Access: | http://ndltd.ncl.edu.tw/handle/4b5uvs |