The beam end displacement due to beam and column deformation may be calculated by existing cantilever program and then converted by geometric relation.
梁段、柱段变形引起的梁外端挠度可利用已有悬臂柱低周交变加载模拟程序计算，再通过几何关系换算得到。
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.
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。
This paper describes a test program carried out on reinforced concrete (rc) beam to concrete filled steel tubular (CFST) column planar frames under ISO-834 standard fire.
本文介绍了一个测试程序，进行了钢筋混凝土(RC)梁钢管混凝土(CFST)柱平面框架下iso - 834标准火灾。
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