Source Journal of Chinese Scientific and Technical Papers
Included as T2 Level in the High-Quality Science and Technology Journals in the Field of Architectural Science
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Zhang Ailin, Zhang Guojun, Liu Xuechun. NEW TYPE OF ANCHORAGE AND SLIDING BEARING APPLIED TO MULTI-PRESTRESSED STEEL STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(6): 86-87,97. doi: 10.13204/j.gyjz200506025
Citation: Zhang Ailin, Zhang Guojun, Liu Xuechun. NEW TYPE OF ANCHORAGE AND SLIDING BEARING APPLIED TO MULTI-PRESTRESSED STEEL STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(6): 86-87,97. doi: 10.13204/j.gyjz200506025

NEW TYPE OF ANCHORAGE AND SLIDING BEARING APPLIED TO MULTI-PRESTRESSED STEEL STRUCTURES

doi: 10.13204/j.gyjz200506025
  • Received Date: 2005-02-19
  • Publish Date: 2005-06-20
  • According to the requirements of construction of multi-prestressed steel structures, a kind of sliding elastic baseisolated bearing is invented and the multi-prestressed anchorage which possesses clamping ring with interlaced notches is developed. They can be applied to prestressed latticed shells, cable- trusses, prestressed grid structures, cable- arch etc.
  • [2] 张爱林,陆赐麟.我国预应力钢结构技术规程编制及有关研究问题.钢结构,2005(1):60~63
    陆赐麟,尹思明,刘锡良.现代预应力钢结构.北京:人民交通出版社,2003
    [3] 肖建春,聂建国,等.浅网壳预应力施工阶段的可滑移弹性支座单元.工程力学,2003,20(5):179~184
    [4] 张国军,张爱林.预应力网格结构的研究.北京工业大学学报,2004,30(3):309~313
    [5] 周明华.影响夹片式锚具锚固性能的综合因素.桥梁建设,2001,(2):58~64
    [6] 朱玉华,吕西林,冯德民.铅芯橡胶支座性能试验对比研究.建筑结构,2003,33(8):44~46
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