Journal of South China University of Technology(Natural Science Edition) ›› 2019, Vol. 47 ›› Issue (5): 103-109,122.doi: 10.12141/j.issn.1000-565X.180420

• Architecture & Civil Engineering • Previous Articles     Next Articles

Investigation into Method of Force-Finding Analysis for Kiewitt Cable Domes
 

 JIANG Zhengrong1, 2 ZHANG Zijian1 SHI Kairong1, 2 GU Xuejin1 LUO Bin3   

  1.  1. School of Civil Engineering and Transportation,South China University of Technology,Guangzhou 510640, Guangdong,China; 2. State Key Laboratory of Subtropical Building Science,South China University of Technology, Guangzhou 510640,Guangdong,China; 3. School of Civil Engineering,Southeast University,Nanjing 210096,Jiangsu,China
  • Received:2018-08-24 Revised:2018-12-18 Online:2019-05-25 Published:2019-04-01
  • Contact: 石开荣( 1978-) ,男,博士,副教授,主要从事预应力钢结构研究 E-mail:krshi@scut.edu.cn
  • About author:姜正荣( 1971-) ,男,博士,副教授,主要从事大跨度空间结构研究.
  • Supported by:
     Supported by the National Natural Science Foundation of China( 11673039)

Abstract: By taking the Kiewitt cable domes which contain multiple overall selfstress modes as the research objects,this paper deals with the improvement of ratio-updating method for forcefinding analysis of cable domes with single overall selfstress mode and proposes a new approach to forcefinding analysis of Kiewitt cable domes,with its applicability being validated by examples later. Moreover,the key members are designated and prestressed to perform an iterative computation,and,by using the mode error analysis method based on the leastsquares,a comparison of the results respectively obtained by the proposed method and the singular value decomposition method is carried out. The results show that,as compared with the singular value decomposition method,the proposed improved ratio-updating method possesses high accuracy and helps to obtain overall feasible selfstress modes with clear meaning in the mechanical concept of cables in tension and struts in compression,thus providing a new idea and solution for the prestress determination of cable domes. 

Key words: Kiewitt cable dome, forcefinding analysis, overall feasible selfstress mode, ratio-updating method

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