Experimental and analytical study on load paths of RC squat walls with openings
Two series of experimental tests on reinforced concrete (RC) squat walls with irregular openings were analysed. The experimental evidence indicated that flanges significantly affect the failure modes, initial stiffness, ultimate strength and deformation capacity. Given the complexity of the stress d...
Saved in:
Main Authors: | Qian, Kai, Li, Bing, Liu, Yi |
---|---|
其他作者: | School of Civil and Environmental Engineering |
格式: | Article |
語言: | English |
出版: |
2017
|
主題: | |
在線閱讀: | https://hdl.handle.net/10356/80937 http://hdl.handle.net/10220/43443 |
標簽: |
添加標簽
沒有標簽, 成為第一個標記此記錄!
|
相似書籍
-
Seismic performance of RC structural squat walls with limited transverse reinforcement
由: Xiang, Weizheng
出版: (2010) -
Experimental and analytical assessment on RC interior beam-column subassemblages for progressive collapse
由: Kai, Qian, et al.
出版: (2011) -
Retrofitting earthquake-damaged RC structural walls with openings by externally bonded FRP strips and sheets
由: Li, Bing, et al.
出版: (2014) -
The behaviour of reinforced concrete squat wall
由: Deng, Jianzhong
出版: (2016) -
Load-carrying mechanism to resist progressive collapse of RC buildings
由: Qian, Kai, et al.
出版: (2014)