STIFFNESS REQUIREMENTS OF DIAGONAL BRACINGS FOR LONGITUDINAL COLUMN-BRACING SYSTEM UNDER VERTICAL LOADS

Zhao Jinyou; Zhang Yaochun

doi:10.13204/j.gyjz201102020

Volume 41 Issue 2

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2011 > 41(2): 78-82

CHEN, Gong, XIE. MICRO RENEWAL OF PUBLIC SPACE IN OLD COMMUNITIES BASED ON SHARING CONCEPT[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(1): 80-83,90. doi: 10.13204/j.gyjz202001014

Citation:

Zhao Jinyou, Zhang Yaochun. STIFFNESS REQUIREMENTS OF DIAGONAL BRACINGS FOR LONGITUDINAL COLUMN-BRACING SYSTEM UNDER VERTICAL LOADS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(2): 78-82. doi: 10.13204/j.gyjz201102020

CHEN, Gong, XIE. MICRO RENEWAL OF PUBLIC SPACE IN OLD COMMUNITIES BASED ON SHARING CONCEPT[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(1): 80-83,90. doi: 10.13204/j.gyjz202001014

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STIFFNESS REQUIREMENTS OF DIAGONAL BRACINGS FOR LONGITUDINAL COLUMN-BRACING SYSTEM UNDER VERTICAL LOADS

doi: 10.13204/j.gyjz201102020

Zhao Jinyou¹,
Zhang Yaochun²

1.
1. College of Civil Engineering,Northeast Forestry University,Harbin 150040,China;
2.
2. School of Civil Engineering,Harbin Institute of Technology,Harbin 150090,China

Received Date: 2010-08-15
Publish Date: 2011-02-20

Abstract

Abstract

The stiffness requirements of the diagonal bracings in order to maintain the stability of longitudinal columns under the only vertical loads have been investigated in this paper.The lateral stiffness requirements of one-story and two-story longitudinal column-bracing systems without the initial imperfections were introduced.One-story and two-story longitudinal column-bracing systems under the only vertical loads were analyzed using the ANSYS program,in which two order effects on P- and P- were well considered according to the initial imperfections of the actual frames.According to the analysis results,the design formulas of stiffness requirements of the diagonal bracings for one-story and two-story longitudinal column-bracing systems were obtained,and a check method based on the vertical loading analysis was supplied for the diagonal bracings,which is usually designed by the longitudinal horizontal loads.
- longitudinal column-bracing system,
- vertical loads,
- diagonal bracings,
- stiffness requirements

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References(9)

References

[2] GB500172003钢结构设计规范[S];

《钢结构设计手册》编委会.钢结构设计手册[M].北京:中国建筑工业出版社, 2004;

[3] 童根树, 李东.厂房纵向支撑体系的设计强度和刚度要求[J].浙江大学学报:工学版, 2004, 38(5):615－620;

[4] GB502052001钢结构工程施工质量验收规范[S];

[5] 赵金友, 张耀春, 张文元.竖向荷载作用下厂房纵向支撑的受力分析[J].建筑钢结构进展, 2008, 10(6):54－60;

[6] 童根树, 陈胜平.柱列支撑的设计要求[J].工业建筑, 2003, 33(5):9－12;

[7] 赵金友.竖向荷载下纵向柱列支撑的设计方法研究[D].哈尔滨:哈尔滨工业大学, 2009:48－49;

[8] 赵金友, 张文元, 张耀春.柱顶受轴力的柱列支撑受力分析[J].建筑结构学报, 2007(S1):171－178;

[9] Zhang Yaochun, Zhao Jinyou, Zhang Wenyuan.ParametricStudies on Inter-Column Brace Forces[J].Advances in StructuralEngineering, 2008, 11(3):305－315.

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