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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Bibliographic Details
Main Authors: Long, Xu, Tan, Kang Hai, Lee, Chi King
Other Authors: School of Civil and Environmental Engineering
Format: Article
Language:English
Published: 2013
Subjects:
Online Access:https://hdl.handle.net/10356/96766
http://hdl.handle.net/10220/9957
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Institution: Nanyang Technological University
Language: English
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