摘要
分析研究钢结构半刚性连接的受力性能(弯矩-转角关系),可以采用实体有限元建立分析模型。主要介绍用C语言编写梁柱半刚性连接节点有限元模型前处理时的方法和技巧。
To analyze the stress performance （moment-rotation relationship） of semi-rigid beam-to-column connections in steel structures, we can build an analysis model based on 3D finite element method. The methods and techniques in writing the preconditioner of the finite element modeling of semi-rigid connections with programming language C are mainly introduced.
出处
《结构工程师》
2005年第4期30-34,共5页
Structural Engineers
