竖向荷载下纵向柱列交叉支撑刚度要求

赵金友; 张耀春

doi:10.13204/j.gyjz201102020

竖向荷载下纵向柱列交叉支撑刚度要求

doi: 10.13204/j.gyjz201102020

赵金友¹,
张耀春²

1.
1. 东北林业大学土木工程学院,哈尔滨 150040;
2.
2. 哈尔滨工业大学土木工程学院,哈尔滨 1 50090

基金项目:

国家自然科学基金资助(51008055);中央高校基本科研业务费专项资金资助(DL09BB09);中国博士后科学基金(20100471124);黑龙江省教育厅科学技术研究项目(11553037)

详细信息

作者简介:
赵金友，男，1977年出生，博士，讲师。E－mail：jinyou2000@163.com

中图分类号: TU312.1
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- 文章访问数: 114
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- 被引次数: 0
出版历程
- 收稿日期: 2010-08-15
- 刊出日期: 2011-02-20

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

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

摘要

摘要: 从保证柱列纵向稳定性的角度，对竖向荷载作用下交叉支撑的刚度要求进行研究。介绍无初始几何缺陷的单、双层纵向柱列支撑体系的抗侧刚度要求；根据实际框架中的各种初始几何缺陷，考虑竖向荷载的P-与P-二阶效应，利用有限元程序ANSYS对承受竖向荷载作用的单、双层纵向柱列支撑体系进行受力分析，据此确定用于设计的竖向荷载作用下单、双层纵向柱列支撑体系的交叉支撑刚度要求的计算公式，为传统的交叉支撑由纵向水平受力决定的设计方法补充竖向受力分析的验算方法。
- 纵向柱列支撑 /
- 竖向荷载 /
- 交叉支撑 /
- 刚度要求
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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参考文献(9)

[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;

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[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;

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[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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