Measures were given to the over-long floor and the staggered floor. A joint model of shear wall by FEM method was analyzed. The result shows that the capacity can satisfy with the design.
对剪力墙平面外设环梁的节点受力情况进行了有限元分析，结果表明这种节点处理措施有足够的安全性能。
Measures were given to the over-long floor and the staggered floor. A joint model of shear wall by FEM method was analyzed. The result shows that the capacity can satisfy with the design.
对剪力墙平面外设环梁的节点受力情况进行了有限元分析，结果表明这种节点处理措施有足够的安全性能。
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