In this paper, the stiffness matrix and the loading transfer matrix of frame element with turn elastic connections is deduced, the cross shear effect has been taken into consideration simultaneously.
作者推导了具有转动弹性连接的杆单元刚度矩阵和荷载转移矩阵，其中考虑了横向剪切效应。通常的两端铰接、两端刚接或一端铰接、一端刚接的杆元刚度矩阵只是作者所推导的刚度阵的一些特例。
Two methods-elastic approach and plastic approach-for calculating the resistance capability of post-installed multiple-anchor connections under combinations of tension and shear loads are presented.
介绍了后锚固群锚连接在拉剪复合受力情况下承载力计算的两种方法：弹性方法和塑性方法。
Two methods-elastic approach and plastic approach-for calculating the resistance capability of post-installed multiple-anchor connections under combinations of tension and shear loads are presented.
介绍了后锚固群锚连接在拉剪复合受力情况下承载力计算的两种方法：弹性方法和塑性方法。
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