Analytical model on the bond stress-slip relationship between steel reinforcement and concrete for RC beam-column joints

• المؤلفون الرئيسيون: Long, Xu, Tan, Kang Hai, Lee, Chi King
• مؤلفون آخرون: School of Civil and Environmental Engineering
• التنسيق: مقال
• اللغة: English
• منشور في: 2013
• الموضوعات: DRNTU::Engineering::Civil engineering::Structures and design
• الوصول للمادة أونلاين: https://hdl.handle.net/10356/96766; http://hdl.handle.net/10220/9957
• المؤسسة: Nanyang Technological University

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...