A SUMMARY ON CORRUGATED WEBS STEEL I-SECTION GIRDERS

摘要：

　　This paper introduces the theoretical,experimental and finite element method results investigations of sinusoidally and trapezoildally corrugated webs I-section girders.The linear elastic and non-linear inelastic behaviors of these I-girders are considered,in which the in-plane bending moment,shear strength and out-of-plane flexural-torsionai buckling capacities are illustrated.Some proposed designing formulas for calculating and verifying these capacities are presented.

关键词： corrugated webs I-section girder theoretical analysis experimental investigation proposed formula

作者: Chen Ji

作者单位: Xi”an University of Architecture & Technology,Xi”an China 710055

会议类型: 国内会议

会议名称: 中国钢结构协会结构稳定与疲劳分会第12届(ASSF-2010)学术交流会暨教学研讨会

会议地点: 武汉

会议语种:英文

页码: 860-893

在线出版日期: 2012-08-17（万方平台首次上网日期，不代表论文的发表时间）