Simplified Approach for Assessing Seismic Displacement of soil-Retaining Structures
碩士 === 國立成功大學 === 土木工程學系碩博士班 === 94 === Pseudo-static-based multi-wedge analysis is performed to derive the stabilities of geosynthetic-reinforced retaining walls under earthquake. It is shown that the values of critical seismic coefficient (khcr) can be expressed using linear functions of the param...
| Main Authors: | , |
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| Format: | Others |
| Language: | zh-TW |
| Published: |
2006
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| Online Access: | http://ndltd.ncl.edu.tw/handle/98993522445632688760 |