The traditional T-STUB member calculation method was modified, considering the effects of the bolt and the thickness of the beam web and the end plate on the strength of the end plate.
根据梁腹板、端板厚度和螺栓对端板强度影响，对传统计算端板强度的T形件方法进行了修正。
The results indicated that the bolt number, bolt diameter and end-plate thickness all affected the limited capacity of joints to some degree.
结果螺栓数目、螺栓直径以及端板厚度对节点极限承载力都有不同程度的影响。
The connection mode that the end of steel plate shear wall is firstly welded onto a piece of steel plate, then connected by high-strength bolt is reasonable and reliable;
屈服钢板墙约束板端部先焊接厚钢板，再用高强螺栓连接的方式较为合理可靠；
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