摘要
以多规格构件构成的无焊孔钢结构梁柱节点为分析对象,对上述节点中的衬板部位安装焊缝长度分配不同的数值,并利用ABAQUS分别进行拟静力有限元分析,旨在研究不同安装焊缝长度对无焊孔梁柱节点抗震性能的影响。经过系统的数据分析后,提出对应不同翼缘宽度的衬板安装焊缝长度的取值范围。
In this paper, is the steel beam-column connections without welded holes is taken as the research object, and different values ofweldlength distribution in the lining plate of the above-mentioned joints are calculated, and the pseudo-static finite element analysis is carded out by using ABAQUS, the purpose is to investigate the effect of different weld lengths on the seismic behavior of weldedj oints. ARer systematic data analysis, the range of weld length corresponding to different flange widths is proposed.
作者
李然
李军
王聪
LI Ran;LI Jun;WANG Cong(Transportation group（Qingdao）Company Development and ConstructionDepartment,Qingdao 266034,China;School of CivilEngineering,QingdaoUniversityofTeclmology,Qingdao 266033,China;QindaoCoUege（QingdaoUniversityof Technology）,Qingdao 266106,China)
出处
《工程建设与设计》
2018年第19期192-195,共4页
Construction & Design for Engineering
基金
山东省住房和城乡建设厅研究开发项目(KY060)
关键词
无焊孔节点
拟静力分析
安装焊缝长度
衬板
connections without welded holes
pseudo-static analysis
length of fixing welding line
lining plate
