In the connection design of steel structure, the shear plate with high-strength bolt connection is extensively used at the flexible joint where the beam is connected to the weak axis of the column.

钢结构节点设计中，梁与柱弱轴方向的柔性连接常采用剪力板高强螺栓连接，螺栓群所承受的荷载有竖向力和偏心力矩。

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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。

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As a new lateral resisting element, steel plate shear wall with vertical slits has favorable integrative benefits.

带缝钢板剪力墙作为一种新型的抗侧力构件，有着良好的综合效益。

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