Volume 41 Issue 2
Feb.  2026
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Jiashi Qin, Lijun Wang, Ming Wang, Haiqun Yu, Jinpeng Tan. Comparison of Design Verification Methods for Steel Members Between Chinese and American Codes[J]. STEEL CONSTRUCTION(Chinese & English), 2026, 41(2): 10-15. doi: 10.13206/j.gjgS25050602
Citation: Jiashi Qin, Lijun Wang, Ming Wang, Haiqun Yu, Jinpeng Tan. Comparison of Design Verification Methods for Steel Members Between Chinese and American Codes[J]. STEEL CONSTRUCTION(Chinese & English), 2026, 41(2): 10-15. doi: 10.13206/j.gjgS25050602

Comparison of Design Verification Methods for Steel Members Between Chinese and American Codes

doi: 10.13206/j.gjgS25050602
  • Received Date: 2025-05-06
    Available Online: 2026-04-10
  • Publish Date: 2026-02-22
  • In recent years, as Chinese companies have undertaken more overseas projects, a deep understanding of foreign construction and design codes has become increasingly important. The American steel structure design code, AISC 360-10, is one of the most advanced specifications in this field. There are significant differences between AISC 360-10 and the Chinese steel structure design code, GB 50017-2017, such as analytical methods, stability design theory, and detailing requirements. A systematic comparison was conducted on the analysis about the member verification methods between AISC 360-10 and GB 50017-2017 for steel structures. Typical members under axial compression, bending, and shear were checked respectively according to AISC 360-10 and GB 50017-2017. Furthermore, typical member examples were employed to quantitatively compare the results obtained from the two codes. The conclusions drawn from this study can serve as a reference for the preliminary design of overseas projects and are particularly useful for making preliminary assessments of overseas projects that were initially designed according to GB 50017-2017.
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  • [1]
    中华人民共和国住房和城乡建设部. 钢结构设计标准:GB 50017—2017[S]. 北京:中国建筑工业出版社,2018.
    [2]
    American Institute of Steel Construction. Specification for structural steel buildings:ANSI/AI SC 360-10[S]. Virginia:American Institute of Steel Construction,2010.
    [3]
    罗小燕,陈昊,蒋湘闽,等. 美标直接分析法的应用[J]. 建筑结构,2021,51(增刊2):807-811.
    [4]
    王文彬. 美国钢结构规范二阶分析法介绍[J]. 建筑结构,2013,43(增刊2):509-511.
    [5]
    刘珀. 美国钢结构规范中结构稳定分析方法简介[J]. 钢结构,2009,24(7):66-69.
    [6]
    黄慧,朱帆,高标,等. 中美钢结构规范稳定性设计方法对比与探讨[J]. 武汉大学学报(工学版),2018,51(增刊):98-101.
    [7]
    中华人民共和国建设部. 冷弯薄壁型钢结构技术规范:GB 50018—2002[S]. 北京:中国标准出版社,2003.
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