TEST ON BEAM-COLUMN CONNECTION BY TOP AND SEAT ANGLESWITH STIFFER AND DOUBLE WEB ANGLES

Zheng Tingyin; Xu Shiyun; Zhang Yu

doi:10.13204/j.gyjz200804022

Volume 38 Issue 4

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2008 > 38(4): 87-90

WANG Yi, TONG Huawei, QIU Rongkang, YUAN Jie. RESEARCH ON MECHANICAL PROPERTIES OF RUBBER-PARTICLE-IMPROVED SOIL CEMENTED BY MICP[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(12): 8-14,7. doi: 10.13204/j.gyjzG20062207

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Zheng Tingyin, Xu Shiyun, Zhang Yu. TEST ON BEAM-COLUMN CONNECTION BY TOP AND SEAT ANGLESWITH STIFFER AND DOUBLE WEB ANGLES[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(4): 87-90. doi: 10.13204/j.gyjz200804022

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TEST ON BEAM-COLUMN CONNECTION BY TOP AND SEAT ANGLESWITH STIFFER AND DOUBLE WEB ANGLES

doi: 10.13204/j.gyjz200804022

1.
College of Civil Engineering,Nanjing University of Technology,Nanjing 210009

Received Date: 2007-05-20
Publish Date: 2008-04-20

Abstract

Abstract

According to static load test on a beam-column connection by top and seat angles with stiffer and double web angles, it is analyzed that the stresses on the top and seat angles, stiffer, web angles, beam flange and web, column flange and web. The static behavior and failure mode of the sem-i rigid connection are determined, and the M-H relation, the initial stiffness, the ultimate bearing capacity and the ultimate rotation are obtained. The stiffeners and other factors which influence the static behavior of the connection are discussed.
- semi-rigid connection,
- initial stiffness,
- ultimate bearing capacity,
- stiffener,
- test research

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References

[2] GB 6397-86 金属拉伸试验试样

GBPT 2975-1988 钢及钢产品力学性能试验取样位置及试样制备

[3] GB 228-87 金属拉伸试验方法

[4] JGJ 82-91 钢结构高强度螺栓的设计、施工及验收规程

[5] GBPT 1228-91 钢结构用高强度大六角头螺栓

[6] JGJ 101-96 建筑抗震试验方法规程

[7] 刘曙, 尹静, 朱洪波. 钢框架顶底角钢带腹板双角钢连接的试验研究. 华中科技大学学报, 2004, 32(7) : 108-110

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沈阳化工大学材料科学与工程学院沈阳 110142

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