The beam-column connections have important effect on the popular of the new type structure.
作为一种应用前景广阔的新型结构形式，其梁柱连接直接影响这种新型结构的进一步推广。
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.
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。
For the dynamic behaviour of piles, a beam-column element was used for considering the axial force-dependency as well as the volume effect.
对于桩的动力本构行为，则采用了可以考虑体积效应和轴向力影响的梁—柱单元来模拟。
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