对有端板加劲肋的外伸端板连接节点进行了循环荷载作用下试验研究，分析加劲肋对外伸端板连接节点性能的影响。
Research on extended end-plate connection with end-plate stiffer under cyclic load by test, discuss the effect of stiffer on the capability of the connection.
分析了节点端板厚度、螺栓类型、端板的加劲肋等因素对节点刚度以及抗弯承载力的影响。
The factors, such as end -plate thickness, bolt's types , beam and column ' flank , that can effect on the joint rigidity and moment capability, are analyzed.
本文介绍了梁柱端板连接的一种满足某种建筑要求的加劲方法，即采用槽钢代替传统的加劲方式作为加劲肋。
This paper based on the theory of Cold Roll Forming for groove steel, discuss the methods for confirming the figures and the dimension for groove steel.
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