This thesis is dedicated to study a new type joint-top and seat angle with double web angles semi-rigid connection ,which has good resistance to vibration, on the base of large quantity of in and abroad data.
本文在参照国内外大量文献资料的基础上，致力于研究一种具有优良抗震性能的新型节点—双腹板、顶底角钢半刚性连接节点。
参考来源 - 一种半刚性连接钢框架节点受力性能的非线性分析·2,447,543篇论文数据，部分数据来源于NoteExpress
本文主要针对带双腹板角钢的顶底角钢连接的半刚性连接轻型钢结构框架进行分析研究。
The dissertation focuses on the study of tip and bottom Angle steel linking light steel frames with stomach plank angles.
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.
为此对双腹板、顶底角钢半刚性节点的试验数据进行分析，绘出试件各组合件关键点的荷载-应变关系曲线。
Then the experimental data of joints of top and seat angle with double web angle are analyzed and load-strain curves of member subassemblages key points are drawn.
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