最后进行在弯矩作用下蜂窝梁翼缘对腹板的约束作用分析。
The effect of flanges restraint on the web in castellated beams under uniform moment is analyzed.
本文对截面部分进入塑性的钢偏压杆腹板的屈曲进行了研究。
This paper deals with the local buckling of beam-column with partial yielding of its section.
内填混凝土有利于抑制柱腹板的屈曲变形，增加节点的承载力和刚度；
The infilled concrete benefit to restrain the buckling deformation of column webs, increase the strength and stiffness of the joint.
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