PRACTICAL APPROACH FOR DESIGN OF SEMI-RIGID COMPOSITE FRAMES

摘要：

Although the benefits of semi-rigid connection and composite action of slab are extensively documented in the design of steel frames, they are not widely used much in practice. The primary cause is lack of appropriate practical design methods. In this paper, a practical approach for the design of semi-rigid composite frames under vertical loads and horizontal loads is proposed. The proposed approach provides the design of frame beams and columns for semi-rigid composite frames at the limit states of load-bearing capacity and serviceability. The proposed approach not only takes into account the actual behavior of the beam-to-column connections and its influence on the behavior of the overall structures, but also is simple and convenient for designer to use in engineering practice.

关键词： Composite frames Semi-rigid connection Steel frame Design Load-bearing capacity Serviceability

作者: Guo-Qiang Li Wen-Long Shi

作者单位: School of Civl Engineering, Tongji University, Shanghai 200092, P. R. China School of Civl Engineering, Shanghai University, Shanghai 200072, P. R. China

会议类型: 国际会议

会议名称: 第十届国际结构工程青年学者研讨会(The Tenth International Symposium on Structural Engineering for Young Experts)

会议地点: 长沙

会议语种:英文

页码: 53-63

在线出版日期: 2008-10-19（万方平台首次上网日期，不代表论文的发表时间）