本文采用试验研究、理论分析、有限元程序分析相结合的方法，对钢框架梁柱T型节点连接的形式进行了系统的分析与研究。
In this paper, experiment study, theoretic analysis, FEM program are combined, T-type connections of beam-to-column are carried out systems analysis and research.
介绍了钢结构加腋型梁柱焊接节点的结构、形状、主要参数与重要部件，并对其抗震性能进行了探讨。
The configuration, shape, main parameters and important components of beam-column welded connection with welded haunch in steel moment-frame are presented, and its aseismic performance is discussed.
在上述思路中，梁柱抗弯承载力级差系数是引导框架结构形成强柱弱梁型有利耗能机构的关键设计措施。
In the concepts mentioned above, the adjusting coefficient of moment capacity of column-to-beam is key to guide framework to come into being the structure of Strong column-to-Weak beam.
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