DISCUSSION ON CODE FOR DESIGN OF STEEL STRUCTURES(GB50017—2003)

Zhang Qingfang; Zhang Qingli

doi:10.13204/j.gyjz200906009

Volume 39 Issue 6

Dec. 2014

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Abstract

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(6): 36-38,73

Zhang Jiayuan, Wu Yun, He Peng. RESEARCH ON FATIGUE LIFE OF CFST TUBULAR JOINTS BASED ON BILINEAR MODEL[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(11): 122-125. doi: 10.13204/j.gyjz201011029

Citation:

Zhang Qingfang, Zhang Qingli. DISCUSSION ON CODE FOR DESIGN OF STEEL STRUCTURES(GB50017—2003)[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(6): 36-38,73. doi: 10.13204/j.gyjz200906009

Zhang Jiayuan, Wu Yun, He Peng. RESEARCH ON FATIGUE LIFE OF CFST TUBULAR JOINTS BASED ON BILINEAR MODEL[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(11): 122-125. doi: 10.13204/j.gyjz201011029

Citation:

Zhang Qingfang, Zhang Qingli. DISCUSSION ON CODE FOR DESIGN OF STEEL STRUCTURES(GB50017—2003)[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(6): 36-38,73. doi: 10.13204/j.gyjz200906009

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DISCUSSION ON CODE FOR DESIGN OF STEEL STRUCTURES(GB50017—2003)

doi: 10.13204/j.gyjz200906009

Zhang Qingfang¹,
Zhang Qingli²

1.
1. Shijiazhuang Railway Institute,Shijiazhuang 050043,China;
2.
2. Hebei Zhengyuan Chemical Design Co. Ltd. ,Shijiazhuang 050051,China

Received Date: 2009-02-10
Publish Date: 2009-06-20

Abstract

Abstract

Some personal views on Code for Design of Steel Structures(GB 500172003)are put forward.These include: design value of gravity load,second-order moments and beam-column formula,scope to checking fatigue,effective section,calculating of frame column braced with weak bracing system,tension capacity of high strength bolts.
- design code,
- second-order analysis,
- fatigue effective,
- section tension,
- capacity

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References(17)

References

GB 50017-2003钢结构设计规范[S];

[2] 钢结构设计规范编制组.钢结构设计规范应用讲解[M].北京:中国计划出版社,2003;

[3] 钢结构设计规范编制组.钢结构设计规范专题指南[M].北京:中国计划出版社,2003;

[4] 崔佳,魏明钟.钢结构设计规范理解与应用[M].北京:中国建筑工业出版社,2004;

[5] 陈绍蕃.《钢结构设计规范》(GB 50017-2003)应用中的几个问题[J].钢结构,2006(2);

[6] 舒兴平.高等钢结构分析与设计[M].北京:科学出版社,2006;

[7] 钢结构设计规范国家标准管理组.钢结构设计计算示例[M].北京:中国计划出版社,2007;

[8] 童根树.钢结构的平面内稳定[M].北京:中国建筑工业出版社,2005;

[9] AS 4100-1998 Australian Standard:Steel Structures[S];

[10] 陈骥.钢结构稳定理论与设计[M].北京:科学出版社,2006;

[11] 夏志斌,姚谏.钢结构设计---方法与例题[M].北京:中国建筑工业出版社,2005;

[12] GB/T 3811-1983起重机设计规范[S];

[13] GB/T 3811-2008起重机设计规范[S];

[14] BSI.Eurocode 3:Design of Steel Structures-Part 1-5:PlatedStructural Elements[S].2006;

[15] 张庆芳,张志国.中外钢结构规范腹板有效宽度确定方法对比[J].钢结构,2008(5);

[16] ANSI/AISC 360-05 Specification for Structural Steel Buildings[S];

[17] 张庆芳,张志国.承压型连接高强度螺栓承受弯矩作用时的计算探讨[J].钢结构,2008(2).

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