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。
Expression of angle section based on the result of ANSYS finite element analyse is presented at last, which provide the basis for the design of bolt- Angle beam-to-column Connection.
最后依据有限元结果分析，提出角钢截面的计算公式，为螺栓—角钢梁柱连接节点设计提供了依据。
In this paper presents optimum design of flange bolt connection with constraint of strength reliability.
本文以强度可靠度为约束，对法兰螺栓联接进行了优化设计。
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