本文所建立的有限元模型考虑问题全面、精度较高，能够真实地模拟狗骨式梁柱腹板刚性连接在循环荷载作用下的破坏行为。
This article plays a basis role of more study with regard to seismic-resistant behavior of the new type beam-to-column web connections.
对采用带双腹板角钢、顶底角钢连接的半刚性钢梁柱连接节点进行了三维非线性有限元分析。
An approach for refined parametric 3d non-linear analysis of semi-rigid steel beam-column connections of top-seat-angle with double web-angle is presented.
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