Time domain simulation of soil foundation structure interaction in non-uniform soils.
Presented here is a numerical investigation of the influence of non?uniform soil conditions on a prototype concrete bridge with three bents (four span) where soil beneath bridge bents are varied between stiff sands and soft clay. A series of high-fidelity models of the soil?foundation?structure syst...
| 发表在: | Earthquake engineering & structural dynamics. 38, 5 (2009). |
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| 格式: | 文件 |
| 语言: | English |
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