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...

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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
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在線閱讀:https://hdl.handle.net/10356/96766
http://hdl.handle.net/10220/9957
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