研究SRC节点核心区剪力-剪切变形的恢复力模型。
The restoring force model for shear force-shear deformation in SRC joints is studied.
分析了斜交节点核心区在静力加载全过程中的应变与转角变化特点。
The study of the behavior of the joints in whole process under static load is conducted.
试验从滞回曲线、刚度退化、能量耗散、延性、主筋应变及节点核心区剪切变形等方面进行了研究。
The hysteresis loop, stiffness digration, energy dissipation, ductility, reinforcement strain and shearing deformation of core of beam-column joints are studied.
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