Displacement-Based Approach for Assessing Earthquake-Induced Shallow and Deep Slope Failures
碩士 === 國立中興大學 === 土木工程學系所 === 103 === Newmark’s displacement method is a common method for slope stability analysis under seismic loading. Yielding acceleration (ky), defined as a threshold acceleration, is an important parameter for the analysis of slope stability in the Newmark’s displacement meth...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2015
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| Online Access: | http://ndltd.ncl.edu.tw/handle/33667671400602230275 |