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多次预应力(攀达穹顶)的新型杂交结构模型研究

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摘要 文章以杂交结构理论为基础,结合多次预应力和"攀达穹顶"施工工艺,设计制作了新型的结构模型-多次预应力(攀达穹顶)杂交结构模型。该模型系索拱结构,采用部分活动铰节点地面拼装、整体提升后再补缺构件的施工方法。通过对该模型进行无预应力及多次预应力下的对比加载试验,探究并验证多次预应力的优越性。
出处 《工程与建设》 2010年第4期503-506,共4页 Engineering and Construction
基金 合肥工业大学国家大学生创新实验计划项目(081035911)
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  • 1任伟新,胡卫华,林友勤.斜拉索模态试验参数研究[J].实验力学,2005,20(1):102-108. 被引量:19
  • 2姚江峰,沈世钊.筒形网壳弹塑性分析及模型试验研究[J].哈尔滨建筑大学学报,1996,29(2):42-46. 被引量:2
  • 3Masao Saitoh. Study on Mechanical Characteristics of A Light-Weight Complex Structure Composed of A Membrane and A Beam String Structure[J]. IASS Symposium on Spatial, Lattice, Tension Stuctures,1994, 633-644.
  • 4Cui Xianqiang, Guo Yanlin, Wang Hong. Static Behavior of Pre-stress Cable-truss Hybrid Structure[J]. Proceedings of the sixth pacific conference on steel structures, Beijing, October 2001.
  • 5JU Jinsan, Guo Yanlin.In-plane instability behavior of new kind of cable-arch stmcture[J].Proceedings of the sixth pacific conference on steel strutures, Beijing, October 2001.
  • 6Yan-lin Guo & E-nuo Zhang. Finito Element Simulating of Cable Sliding in Manbrane Structures in Their Both Conjunction [ J]. Advances in steel structurcs, Shanghai, 2005.
  • 7Gao-ning Wang, Yan-lin Guo, E-nuo Zhang. Elastic-Plastic Stability Behavior of Spatial Spoke Dome Strueture[J].Advances in steel structures,Shanghai, 2005.
  • 8Shu-Hui Hu & Yan-Lin Guo.The Inelastic Behavior of Pre-stress Cable-arch[J].Advances in steel structures, Shanghai, 2005.
  • 9Gao Y, Ruiz-Sandoval M E, Spencer B F. Flexibility-based damage localization employing ambient vibration[C].15th ASCE Engineering Mechanics Conference. Columbia University, New York, NY. 2002 ,6:1-8.
  • 10Shi Z Y, Law S S, Zhang L M. Damage localization by directly using incomplete mode shapes[J]. Journal ofEngineering Mechanics, ASCE. 2000, 126 (6) :656-660.

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