Modified strut-and-tie models for reinforced concrete deep beams with externally bonded CFRP systems
Reinforced concrete (RC) deep beams can be defined as the main structural component used in buildings and bridges to transfer heavy loads. Due to their relatively low shear span to depth ratio (less than 2.0), a linear strain distribution cannot be applied, thus there is a need for a rational mod...
Saved in:
| 主要作者: | |
|---|---|
| 格式: | Thesis |
| 語言: | English |
| 出版: |
2017
|
| 主題: | |
| 在線閱讀: | http://psasir.upm.edu.my/id/eprint/71176/1/FK%202017%2053%20-%20IR.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!