Analysis for Lateral Displacement of Liquefied Ground
博士 === 國立臺灣大學 === 土木工程學研究所 === 94 === Lateral spreading occurred on liquefied ground will cause significant damages to supporting structures and buried facilities. The purpose of this study is to develop a simplified analytical model as well as a numerical model to evaluate the amount of lateral dis...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2006
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| Online Access: | http://ndltd.ncl.edu.tw/handle/26519805083403406391 |