Seismic Analysis of Cable-stayed bridges Considering Soil Structure Interaction
碩士 === 淡江大學 === 土木工程學系 === 88 === It is essential to consider the effect of Soil-Structure interaction in seismic analysis of cable-stayed bridges. Since the geometric nonlinerarity is usually taken into account for this type of bridges, the solution of soil-structure interaction must be hence limit...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2000
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| Online Access: | http://ndltd.ncl.edu.tw/handle/49013729631330258977 |