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Qin Jie, Xu Ruilong, Qin Yang, Xu Yake, Gao Heng, Li Zhenbao. EXPERIMENTAL RESEARCH ON PRESTRESSING CONSTRUCTION TECHNOLOGY OF NATIONAL GYMNASIUM[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(1): 16-19. doi: 10.13204/j.gyjz200701005
Citation: Qin Jie, Xu Ruilong, Qin Yang, Xu Yake, Gao Heng, Li Zhenbao. EXPERIMENTAL RESEARCH ON PRESTRESSING CONSTRUCTION TECHNOLOGY OF NATIONAL GYMNASIUM[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(1): 16-19. doi: 10.13204/j.gyjz200701005

EXPERIMENTAL RESEARCH ON PRESTRESSING CONSTRUCTION TECHNOLOGY OF NATIONAL GYMNASIUM

doi: 10.13204/j.gyjz200701005
  • Received Date: 2006-09-19
  • Publish Date: 2007-01-20
  • It has been studied the prestressing construction technology of bidirectional truss string structure of the National Gymnasium.The two methods of tensioning cables are compared from three aspects: cable forces,axial stress and vertical displacements.From the experimental results it has been decided which method is better to complete prestressing construction.The conclusion can be referenced by other similar projects.
  • 秦杰,沈世钊. 预应力索拱结构施工技术与试验研究[J].工业建筑,2006,(05):91-94.
    陈荣毅,董石麟. 大跨度张弦钢桁架的预应力施工[J].空间结构,2003,(02):61-63.
    李忠献. 工程结构试验理论与技术[M].天津:天津大学出版社,2004.
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      沈阳化工大学材料科学与工程学院 沈阳 110142

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