shear resistance behavior

基本解释

Based on the experiments, the effect factors of the shear resistance and hysteretic behavior of compound bearing walls are analyzed.
并以试验为基础，对复合承载墙体的抗剪承载力的影响因素和滞回性能进行了分析。
The numerical simulation and analysis of shear resistance behavior of two-side connected steel-plate shear wall(SPSW) was carried out by the finite element software ANSYS.
采用ANSYS有限元程序对两边连接钢板剪力墙进行数值模拟分析。
Axial compressive ratio is advantageous to seismic behavior of staggered joints. It can improve joints first crashing loads, shear resistance capacity and reduce the sliding displacement of beam bars.
轴压比对节点的抗震性能有利，它可以提高节点的初裂荷载、抗剪承载力、减小节点中梁筋的粘结滑移量。