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: | , , |
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格式: | Article |
語言: | English |
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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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機構: | Nanyang Technological University |
語言: | English |