In the conventional steel structure , the column of architecture structure is made of welding box column . it has a great of operation capacity of welding and the inner diaphragm plate construction is difficult , which is adverse to industrialization of mass production 在传统钢结构中,建筑用结构柱一般为四块钢板焊接的箱形柱,加工工作量大,内置横隔板施工困难,不利于工厂化批量生产。
Using the software of ansys , this thesis compares and analyzes the seismic behavior of the joint of cold - formed rectangular tube - steel column and h - shaped beam and the joint of welding box column and h - shaped beam , in order to research the influence for the cold forming process of the cold - formed rectangular tube - steel column 利用大型通用有限元分析软件,对冷弯矩形钢管柱与h型钢梁连接节点与焊接箱形钢管柱与h型钢梁连接节点的抗震性能进行对比分析,探讨出冷弯矩形钢管的特性对节点抗震性能的影响。
