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.
另外两个节点分别考虑了连接在梁翼缘的水平加劲板的作用和连接上下两个翼缘的垂直三角板的作用。
Another detail considers the addition of horizontal reinforcing plates (cover plates) to the beam flanges; a third adds vertical triangular (fin) plates to both beam flanges.
对提高端板连接节点的抗震性能提出了宜采用大直径螺栓、中等厚度端板的设计建议。
Besides, Suggestions for seismic design have been presented as well to improve the seismic behavior of end-plate connections by adopting the end-plate with moderate thickness and large bolts.
对提高端板连接节点的抗震性能提出了宜采用大直径螺栓、中等厚度端板的设计建议。
Besides, Suggestions for seismic design have been presented as well to improve the seismic behavior of end-plate connections by adopting the end-plate with moderate thickness and large bolts.
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