摘要
本文就钢筋混凝土受压构件抗剪承载力的剪切破坏机理理论,特别是框架柱塑性铰区抗剪机理的研究现状进行了较为全面、详细的分析、比较,同时指出了该领域内的研究趋势,对我国该方向的研究工作具有较大的参考价值。
The shear failure mode and failure mechanism of reinforced concrete members under moment, shear and axial force, especially the shear mechanism in the plastic hinge regions of frame columns are discussed in detail. Advances and shortcomings of some important analysis methods are presented. The needed-to-doing of the field is also put forward.
出处
《世界地震工程》
CSCD
2002年第3期95-101,共7页
World Earthquake Engineering
关键词
钢筋混凝土构件
抗剪承载力分析
桁架作用
拱作用
极限平衡
非线性分析
工程结构抗震
reinforced concrete members
shear capacity analysis
truss action
arch action
the balance at the ultimate state
non-linear analysis method
