ANALYSIS OF THE EFFECTIVE LENGTH FACTOR FOR THE COLUMNS IN STEEL FRAMES WITH SEMI-RIGID CONNECTION AND SHEAR EFFECTS CONSIDERED

摘要：

The formulas for effective length factor of steel frames with semi-rigid connection and shear-deformation effect are established in this paper. It is shown that the effective length factor of semi-rigid embraced steel frames whether considering shear-deformation effects or not is notably different. As a result of the weak restrictions by the semi-rigid connections to the column, there will be some errors in buckling calculation if the effects of shear deformations are not considered. Also, the effective length factor will have an increase of 5.6％～10％ exceeding engineering error of 5％. So the effects of shear-deformation should be considered in semi-rigid steel frames stability design.

关键词： shear deformation semi-rigid steel frame, effective length factor modified linear stiffness ratio

作者: Yue Wang Yan Wang

作者单位: Qingdao Technological University, Qingdao, China

会议类型: 国际会议

会议名称: The 9th International Conference on Steel Space & Composite Structures(第九届国际钢材、空间结构、组合结构会议)

会议地点: 烟台·北京

会议语种:英文

页码: 159-166

在线出版日期: 2007-10-10（万方平台首次上网日期，不代表论文的发表时间）