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Volume 42 Issue 7
Dec.  2014
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Article Contents
Guo Yanlin, Jiang Ziqin, Wang Xiaoan, Liu Feng. RESEARCH ON DESIGN METHOD OF THE KEY JOINTS OF SINUSOIDAL WEB GABLED FRAMES[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(7): 55-64,178. doi: 10.13204/j.gyjz201207007
Citation: Guo Yanlin, Jiang Ziqin, Wang Xiaoan, Liu Feng. RESEARCH ON DESIGN METHOD OF THE KEY JOINTS OF SINUSOIDAL WEB GABLED FRAMES[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(7): 55-64,178. doi: 10.13204/j.gyjz201207007

RESEARCH ON DESIGN METHOD OF THE KEY JOINTS OF SINUSOIDAL WEB GABLED FRAMES

doi: 10.13204/j.gyjz201207007
  • Received Date: 2012-02-25
  • Publish Date: 2012-07-20
  • Sinusoidal web H-shaped members are composed of flanges and sinusoidal webs, and are widely used ingabled frames steel structures because of their higher load-carrying efficiency and better economic benefit compared totraditional flat web members. Based on joint forms of the traditional gabled frames structure, and combined with themechanical characteristics of almost zero normal stress on the sinusoidal web section, the new joint forms suitable forsinusoidal web gabled frames were given. The typical end plate connections considering contact between plateelements were analyzed by using FEA, thus a simplified design method of the connection of sinusoidal web gabledframes was proposed. Both joint details and fabrication requirements of the sinusoidal web gabled frames were alsopresented. Finally, a practical application of the new joint forms in the sinusoidal web gabled frames was given, providing a useful reference for the similar projects joint design.
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  • [2] 郭彦林,张庆林.波折腹板工形构件截面承载力设计方法[J].建筑科学与工程学报,2006(4):58-63.
    郭彦林,张庆林.波折腹板工形构件翼缘稳定性能研究[J].建筑科学与工程学报,2007(4):64-69.
    [3] 郭彦林,张庆林,王小安.波浪腹板梁平面外稳定承载力设计理论与试验研究[J].土木工程学报,2010(11):17-26.
    [4] 郭彦林,张庆林,王小安.波浪腹板工形构件抗剪承载力设计理论及试验研究[J].土木工程学报,2010(10):45-52.
    [5] 郭彦林,王小安,张庆林,等.波浪腹板门式刚架轻型房屋钢结构设计理论及应用[J].建筑结构,2011(4):11-19.
    [6] 郭彦林,王小安,张庆林.波浪腹板变截面压弯构件稳定承载力设计方法和试验研究[J].工程力学,2010(9):139-146.
    [7] 陈绍蕃,顾强.钢结构基础[M].2版.北京:中国建筑工业出版社,2007.
    [8] GB500172003钢结构设计规范[S].
    [9] CECS290:2011波浪腹板钢结构应用技术规程[S].
    [10] 赵熙元,柴昶,武人岱.建筑钢结构设计手册[M].北京:冶金工业出版社,2005.
    [11] GB502052001钢结构工程施工质量验收规范[S].
    [12] JG1442002门式刚架轻型房屋钢构件[S].
    [13] CECS102:2002门式刚架轻型房屋钢结构技术规程[S].
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