EXPERIMENTAL STUDY ON OUTER-SHELL CONNECTION AND ITS SIMPLIFIED DESIGN

Li Liming; Li Ning; Cai Yuchun

doi:10.13204/j.gyjz201105027

Volume 41 Issue 5

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2011 > 41(5): 120-125

Li Liming, Li Ning, Cai Yuchun. EXPERIMENTAL STUDY ON OUTER-SHELL CONNECTION AND ITS SIMPLIFIED DESIGN[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(5): 120-125. doi: 10.13204/j.gyjz201105027

Citation:

Li Liming, Li Ning, Cai Yuchun. EXPERIMENTAL STUDY ON OUTER-SHELL CONNECTION AND ITS SIMPLIFIED DESIGN[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(5): 120-125. doi: 10.13204/j.gyjz201105027

Li Liming, Li Ning, Cai Yuchun. EXPERIMENTAL STUDY ON OUTER-SHELL CONNECTION AND ITS SIMPLIFIED DESIGN[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(5): 120-125. doi: 10.13204/j.gyjz201105027

Citation:

Li Liming, Li Ning, Cai Yuchun. EXPERIMENTAL STUDY ON OUTER-SHELL CONNECTION AND ITS SIMPLIFIED DESIGN[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(5): 120-125. doi: 10.13204/j.gyjz201105027

PDF( 0 KB)

EXPERIMENTAL STUDY ON OUTER-SHELL CONNECTION AND ITS SIMPLIFIED DESIGN

doi: 10.13204/j.gyjz201105027

1.
1. Beijing SBS Architectural Design Co.Ltd.,Beijing 100037,China;
2.
2. Beijing Institute of Architectural Design,Beijing 100045,China

Received Date: 2010-09-20
Publish Date: 2011-05-20

Abstract

Abstract

In order to study the anti-seismic performance of out-shell connection(OSC) between cold-formed square tubular column and H-shaped steel beam, a quasi-static experiment under low-frequency cyclic load of cross-shaped specimens was designed and carried out, and main data acquired from the experiment was analyzed.With the software ANSYS, the finite element model of outer-shell connection(OSC) was built and its results were compared with test data.The comparsion shows that they fit well with test data.Based on the finite element model and yield-line theory, simplified design method of the rib stiffener and out shell was put forward.
- outer-shell connection ( OSC ),
- cold-formed square tubular column,
- low-frequency cyclic load,
- simplified design

FullText(HTML)

References(14)

References

Chung K F, Yu W K, Wang A J. Structural Performance of ColdFormed Steel Column Bases with Bolted Moment Connections [J]. Steel and Composites Structures,2005,5(4):289-304.

[2] Wallace J A. Analysis of Bolted Moment Connections in ColdFormed Steel Beam-Column Sub-Frames [J]. Journal of?Constructional Steel Research,2005,61(9):1332-1352.

[3] Chung K F, Ip K H. Finite Element Modeling of Bolted?Connections Between Cold-Formed Strips and Hot-Rolled Steel?Plated Under Static Shear Loading [J]. Engineering Structures,2000,22(10):1271-1284.

[4] 周天华,何保康,陈国津,等.方钢管混凝土柱与钢梁框架节点的抗震性能试验研究[J].建筑结构学报,2004,25(1):9-16.

[5] 王来,王铁成,陈倩.低周反复荷载下方钢管混凝土框架抗震性能的试验研究[J].地震工程与工程振动,2003,23(3):113-117.

[6] 林乐东,林杰,宗周红.低周反复荷载作用下矩形钢管混凝土柱与钢梁连接节点的受力性能[J].地震工程与工程振动,2004,24(4):62-69.

[7] 王来,王铁成,邓芄.方钢管混凝土框架内隔板节点抗震性能的试验研究[J].地震工程与工程震动,2005,25(1):76-80.

[8] 李黎明,陈志华,李宁.隔板贯通式梁柱节点抗震性能的试验研究[J].地震工程与工程震动.2007,27(1):46-53.

[9] 李黎明,陈志华.方钢管混凝土内隔板节点试验研究[J].工业建筑,2004,34(增刊):943-953.

[10] 苗纪奎,陈志华,姜忻良,等.方钢管混凝土柱与钢梁的外肋环板节点抗震性能试验研究[J].地震工程与工程振动,2007,27(2):85-90.

[11] GB 500172003钢结构设计规范[S].

[12] 朱伯龙.结构抗震试验[M].北京:地震出版社,1989.

[13] JGJ 10196建筑抗震试验方法规程[S].

[14] CECS 102∶2002门式刚架轻型房屋钢结构技术规程[S].

Relative Articles