Wave Equation Analysis on Lateral Earthquake Motions of Pile Foundations
碩士 === 淡江大學 === 土木工程學系 === 90 === The seismic lateral response of the interactive piles in a pile group is modeled in this study using the wave equation analysis. Based on the relative displacements between the pile and the soils, the solutions of the structural deformations are obtained decomposing...
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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/60697798008901689472 |