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Volume 37 Issue 9
Dec.  2014
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Article Contents
Huang Mingxin, Qian Weijun, Huang Kailong, Chen Bin, Mao Cheng. ERECTION TECHNOLOGY OF LARGE SPAN CHORD -TENSION TRUSS STRUCTURE FOR HARBIN INTERNATIONAL EXHIBITION CENTER[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(9): 41-44. doi: 10.13204/j.gyjz200709007
Citation: Huang Mingxin, Qian Weijun, Huang Kailong, Chen Bin, Mao Cheng. ERECTION TECHNOLOGY OF LARGE SPAN CHORD -TENSION TRUSS STRUCTURE FOR HARBIN INTERNATIONAL EXHIBITION CENTER[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(9): 41-44. doi: 10.13204/j.gyjz200709007

ERECTION TECHNOLOGY OF LARGE SPAN CHORD -TENSION TRUSS STRUCTURE FOR HARBIN INTERNATIONAL EXHIBITION CENTER

doi: 10.13204/j.gyjz200709007
  • Received Date: 2007-05-28
  • Publish Date: 2007-09-20
  • The erection technologies of large span chord -tension truss structure for Harbin International Exhibition Centerare introduced. Which include the organization of construction, the splicing and erectiontechnology of large span andweightchord -tension truss, the sliding technology of truss in different bearing level, the tension and analysis technology of prestresscable, the application of cast steel products etc, which provides experience for erection of steel structures in the future.
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  • .黄明鑫. 大型张弦梁结构的设计与施工. 济南: 山东科学技术出版社, 2005
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