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Analysis of Construction Simulation of Rigid Bracing Dome |
XUE Su-duo,GAO Zhan-yuan,LI Xiong-yan |
Beijing University of Technology,Beijing 100124,China |
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Abstract Research purposes: Rigid bracing domes are a new type of prestressed spatial structures,many construction technology challenges of cable domes are overcome by it. The structure has characteristics of easy node location, high efficiency,the support from the balance and so on. According to characteristics of rigid bracing dome,the construction method was proposed from the engineering view,and then simulation analysis strategies and procedures for implementation were given.
Research conclusions:(1)The method is that rods are installed in accordance with the order of nodes and then the system are enhanced the overall and tensioned. Construction control and monitoring methods were given.(2)The construction process was simulated by the improved dynamic relaxation method. Implementation strategy was given. Program was programmed by using FORTRAN language and ANSYS APDL language.(3)Numerical example shows that super-tensioned problem can be effectively reduced through the proposed construction and installation methods. (4) References to the construction and analysis are provided by the results for practical engineering of rigid bracing dome.
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Received: 19 June 2013
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[1]薛素铎,高占远,李雄彦.一种新型预应力空间结构— 劲性支撑弯顶[J].空间结构,2013(1):3-9
Xue Suduo, Gao Zhanyuan, Li Xiongyan. A New Prestressed Spatial Structure—Rigid Bracing Dome [J].Spatial Structures, 2013(1):3-9.
[2]董石麟,袁行飞.索弯顶结构体系若干问题研究新进展 [J].浙江大学学报(工学版),2008(1):1-7
Dong Shilin, Yuan Xingfei. Advances in Research on Cable Domes[J].Journal of Zhejiang University (Engineering Science),2008(1):1-7.
[3]祁海珅.工程用高强度钢拉杆的研制与应用[J]. 工业建筑,2005 ( S 1):359-361
Qi Haishen. The Manufacture and Application of High Strength Steel Tie Rod for Engineering[J].Industrial Construction , 2005 ( S1):359-361.
[4]杨建国,叶建国,祁海砷,等.高强度建筑钢拉杆的应用与研究[J]钢结构,2005(5):26-28
Yang Jianguo,Ye Jianguo, Qi Haishen, etc. Technical Application and Investigation of the High Strength Constructional Steel Tie Rod[J].Steel Construction, 2005(5):26-28.
[5]牛震,藉敬元,王立云,等.西安北站站台雨棚斜拉杆施工技术[J]铁道工程学报,2012(7):71-76
Nu Zhen, Ji Jingyuan, Wang Liyun, etc. Construction Technology for PC Chord-stayed Pole of Platform Canopy of Xi an North Station[J].Journal of Railway Engineering Society , 2012 ( 7) : 71-76.
[6]薛素铎,高占远,李雄彦,等.肋环型劲性支撑弯顶结构静力性能研究[J] .工业建筑,2013(5):118-121.
Xue Suduo, Gao Zhanyuan, Li Xiongyan, etc. Study on Static Performance of Geiger Rigid Bracing Dome [J].Industrial Construction , 2013 ( 5) :118-121.
[7]张建华.索弯顶结构施工成形理论及试验研究[D]北京:北京工业大学,2008
Zhang Jianhua. Theoretical and Experimental Study on Construction Process of Cable Dome[D].Beijing: Beijing University of Technology,2008.
[8]詹卫东,董石麟.索弯顶结构体系的研究进展[J]浙江大学学报(工学版),2004(10):1298-1307.
Zhan Weidong, Dong Shilin. Advances in Cable Domes [J].Journal of Zhejiang University(Engineering Science ),2004(10):1298-1307.
[9]伍晓顺,邓华.基于动力松弛法的松弛索杆体系找形分 析[J]计算力学学报,2008(2):229-236.
Wu Xiaoshun, Deng Hua. Form Finding of Slack Cable- bar Assembly by Dynamic Relaxation Method[J]. Chinese Journal of Computational Mechanics, 2008 (2) :229-236.
[10]钱若军,等.张力结构的分析·设计·施工[ M].南京: 东南大学出版社,2003
Qian Ruojun, etc. Analysis Design and Construction of Tensile Structure[M].Nanjing:Publishing House of Southeast University, 2003.
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