• ISSN 0258-2724
  • CN 51-1277/U
  • EI Compendex
  • Scopus
  • Indexed by Core Journals of China, Chinese S&T Journal Citation Reports
  • Chinese S&T Journal Citation Reports
  • Chinese Science Citation Database
Volume 59 Issue 3
Jun.  2024
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Article Contents
JIANG Zhengrong, SU Yan, SHI Kairong, LI Zhiji, WEI Demin, LIANG Lin. Construction Optimization Method for Cable Domes with Alternately Lifting and Tensioning[J]. Journal of Southwest Jiaotong University, 2024, 59(3): 663-669. doi: 10.3969/j.issn.0258-2724.20210677
Citation: JIANG Zhengrong, SU Yan, SHI Kairong, LI Zhiji, WEI Demin, LIANG Lin. Construction Optimization Method for Cable Domes with Alternately Lifting and Tensioning[J]. Journal of Southwest Jiaotong University, 2024, 59(3): 663-669. doi: 10.3969/j.issn.0258-2724.20210677

Construction Optimization Method for Cable Domes with Alternately Lifting and Tensioning

doi: 10.3969/j.issn.0258-2724.20210677
  • Received Date: 17 Aug 2021
  • Rev Recd Date: 07 Jan 2022
  • Available Online: 01 Apr 2024
  • Publish Date: 01 Apr 2022
  • In order to ensure the smooth change of cable-strut internal forces before molding cable domes, a construction optimization method is proposed, focusing on alternately lifting the inner ring and tensioning the outermost diagonal cables. The lifting height of the inner ring is first optimized for minimizing average structural strain energy in the construction process. The cable-strut internal forces and nodal displacements from simulation are compared with those from the construction method with the tensioned outermost diagonal cables. The results show that, alternately lifting the inner ring and tensioning the outermost diagonal cables can effectively reduce the cable-strut internal forces by 61.83%, avoiding sharp fluctuation of cable-strut internal forces before molding. It causes more gentle change of structural configuration with 1.43 m maximum vertical displacement difference between adjacent construction steps, and low average structural strain energy of only 55.03%, which demonstrates its remarkable optimization effect. Thus, the proposed method is applicable to the construction simulation of cable domes.

     

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