semi-rigid connection node 半刚性连接节点
The bigger of the pillar both sides semi-rigid node rigidity differential value, the bigger of effective length factor reduces the scope to be.
柱子两侧半刚性节点刚度差值愈大,计算长度系数减小幅度愈大。
参考来源 - 半刚接钢框架柱的计算长度系数·2,447,543篇论文数据,部分数据来源于NoteExpress
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