宽扁梁柱节点弹塑性工作性能研究

Study on elastic and plastic work performance of Wide-Flat Beam Connection

本文着重应用钢筋混凝土弹塑性理论和钢筋混凝土非线性有限元分析方法,借助ANSYS软件,创建合理的力学模型,对实际节点工作状态进行仿真模拟,探讨宽扁梁结构梁柱节点在水平荷载地震作用下的工作性能,最后提出宽扁梁结构梁柱节点设计的若干建议,供工程设计参考。

This paper bases on the R. C. elastic and plastic theory and the R. C. nonlinear finite element analytical method. Using ANSYS finite software, the rational mechanics models are established, which is based on the simulation to actually structural working condition. Then it begines to the research on elastic and plastic work performance of the wide-flat beam connection under horizontal earthquake force. Finally, several suggestions about the construction of R. C. wide-flat beam connection are recommended, which can be used as reference in engineering structure design.