ABILITY AND DESIGN OF INCLINED STIFFENER IN PANEL ZONE

摘要：

The codes and the specifications in steel structure field in China say the bearing ability of shear force in panel zone must be sufficient; otherwise the inclined stiffener should be applied. But all of the criterions have no formula on how to design the inclined stiffener and the panel zone with inclined stiffener. To resolve the problem this paper analyzed the post-buckling behaviors of panel zone with inclined stiffener models, which concerned different geometric factors, in finite element method analysis. An equal model of penal zone with inclined stiffener is found, with which design formula of panel zone with inclined stiffener and the inclined stiffener in gabled frames is established.

关键词： Panel zone inclined stiffener post-buckling strength tensile strap finite element analysis method

作者: G. B. Liu Q. Gu

作者单位: College of Civil Engineering, Xian University of Architecture and Technology, Xian, China USTS, Suzhou, China

会议类型: 国际会议

会议名称: 2007年土木工程结构创新与可持续发展国际会议(The International Symposium on Innovation & Sustainability of Structures in Civil Engineering)

会议地点: 上海

会议语种:英文

页码: 139-147

在线出版日期: 2007-11-28（万方平台首次上网日期，不代表论文的发表时间）