Analytical model on the bond stress-slip relationship between steel reinforcement and concrete for RC beam-column joints
There are no conventionally accepted failure criteria for progressive collapse, and often times, deflection of affected beams over the “missing column” are often used as performance criteria. However, when simulating the deformation behaviour and the strength of reinforced concrete (RC) framed struc...
Saved in:
Main Authors: | Long, Xu, Tan, Kang Hai, Lee, Chi King |
---|---|
其他作者: | School of Civil and Environmental Engineering |
格式: | Article |
語言: | English |
出版: |
2013
|
主題: | |
在線閱讀: | https://hdl.handle.net/10356/96766 http://hdl.handle.net/10220/9957 |
標簽: |
添加標簽
沒有標簽, 成為第一個標記此記錄!
|
機構: | Nanyang Technological University |
語言: | English |
相似書籍
-
Bond stress-slip prediction under pullout and dowel action in reinforced concrete joints
由: Long, Xu, et al.
出版: (2014) -
Seismic behavior tests of square reinforced concrete-filled steel tube columns connected to RC beam joints
由: Gan, Dan, et al.
出版: (2021) -
Nonlinear strut-and-tie model with bond-slip effect for analysis of RC Beam-Column joints under lateral loading
由: Rattapon Ketiyot, et al.
出版: (2018) -
Experimental and analytical study on lightly reinforced concrete frames and beam-column joints
由: Tan, Haiyang
出版: (2008) -
Nonlinear strut-and-tie model with bond-slip effect for analysis of RC Beam-Column joints under lateral loading
由: Rattapon Ketiyot, et al.
出版: (2018)