Nonlinear finite element analysis of integral bridge including foundation soil interaction (wrinkler analogy)
Bridges without expansion joints are called "integral bridges." Eliminating joints from bridges crates concerns for the piles and the abutments of integral bridges because the abutments and the piles are subjected to temperature-induced lateral loads. This kind of bridges are becoming v...
Saved in:
| 主要作者: | |
|---|---|
| 格式: | Thesis |
| 語言: | English |
| 出版: |
2006
|
| 主題: | |
| 在線閱讀: | http://eprints.uthm.edu.my/3186/1/MOHAMMAD%20SOFFI%20BIN%20MD.%20NOH%20-%2024p.pdf |
| 標簽: |
添加標簽
沒有標簽, 成為第一個標記此記錄!
|
成為第一個發表評論!