Transmission of seismic waves in the soil media with variation of pore water pressure and effect on the dynamic behavior of structural foundations.
碩士 === 國立中山大學 === 海洋環境及工程學系研究所 === 90 === ABSTRACT The semi-finite cone model is adopted and modified to discuss the dynamic responses of the foundations, when the problem of liquefaction under the effect of cyclic loading is considered. The dynamic responses of the foundations caused by variation o...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2002
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| Online Access: | http://ndltd.ncl.edu.tw/handle/83803994996842309396 |