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Volume 39 Issue 6
Dec.  2014
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Article Contents
Jiang Dejin, Chen Shaofan, Jia Dongyun. DISCUSSION ON THE WORKING TEMPERATURE AND QUALITY GRADE OF STEEL MATERIAL[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(6): 32-35,41. doi: 10.13204/j.gyjz200906008
Citation: Jiang Dejin, Chen Shaofan, Jia Dongyun. DISCUSSION ON THE WORKING TEMPERATURE AND QUALITY GRADE OF STEEL MATERIAL[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(6): 32-35,41. doi: 10.13204/j.gyjz200906008

DISCUSSION ON THE WORKING TEMPERATURE AND QUALITY GRADE OF STEEL MATERIAL

doi: 10.13204/j.gyjz200906008
  • Received Date: 2009-02-20
  • Publish Date: 2009-06-20
  • The structural working temperature is an important factor which shall be considered in selecting steel quality.Provisions in this regard in Code for Design of Steel Structure(GB 500172003) are somewhat rough and even irrational in some instances.Discussion on this topic and comparison with provisions in American and European codes are given in this paper.Suggestions are put forth as reference for forthcoming revision of design code.
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  • GB 50017-2003钢结构设计规范[S];
    [2] ANSI/AISC 360-05 Specification for Structural Steel Buildings[S].2005;
    [3] CEN EN 1993-1-10 Eurocode 3:Design of Steel Structures-Part 1-10 Material Toughness and Through-Thickness Properties[S].2005;
    [4] CEN EN 1991-1-5 Eurocode 1:Action on Structures-Part 1-5General Actions-Thermal Actions[S].2003;
    [5] CEN EN 1990 Eurocode-Basis of Structural Design[S].2002;
    [6] AISC.Specification for Structural Steel Buildings Allowable StressDesign and Plastic Design[S].1989;
    [7] ASTM A36/A36M-04 Standard Specification for Carbon StructuralSteel[S].2004;
    [8] CEN EN 10025-2 Hot Rolled Products of Structural Steels-Part 2:Technical Delivery Condition for Non-Alloy Structural Steel[S].2004;
    [9] 陈绍蕃.钢结构设计原理[M].3版.北京:科学出版社,2005;
    [10] 陈绍蕃.现代钢结构设计师手册:上册[M].北京:中国电力出版社,2006.
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