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Author:

Liu, Renjie (Liu, Renjie.) | Li, Xiongyan (Li, Xiongyan.) (Scholars:李雄彦) | Xue, Suduo (Xue, Suduo.) (Scholars:薛素铎) | Mollaert, Marijke (Mollaert, Marijke.) | Ye, Jihong (Ye, Jihong.)

Indexed by:

EI Scopus SCIE CSCD

Abstract:

The Annular Crossed Cable-Truss Structure (ACCTS) is a new type of Tensile Spatial Structure with a configuration suitable to cover large-span stadiums. Its configuration has potential to perform well in resisting disproportionate collapse. However, its disproportionate collapse resistance hasn't yet been analyzed in depth. In this study, numerical and experimental research was carried out to investigate the performance of ACCTS under cable rupture. The numerical analysis was done for ten cable-rupture plans using LS-DYNA (explicit method) and the experimental test on an ACCTS with a diameter of 17.15 m was performed for three cable-rupture plans. It is concluded that, while deflections increase with the number of removed cables, an ACCTS does not undergo a disproportionate collapse and it provides a promising structural concept for tensile spatial structures.

Keyword:

disproportionate collapse annular tensile cable-truss structure tensile spatial structure

Author Community:

  • [ 1 ] [Liu, Renjie]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, MOE, Pingleyuan100, Beijing 100124, Peoples R China
  • [ 2 ] [Li, Xiongyan]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, MOE, Pingleyuan100, Beijing 100124, Peoples R China
  • [ 3 ] [Xue, Suduo]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, MOE, Pingleyuan100, Beijing 100124, Peoples R China
  • [ 4 ] [Liu, Renjie]Vrije Univ Brussel, Dept Architectural Engn, B-1050 Brussels, Belgium
  • [ 5 ] [Mollaert, Marijke]Vrije Univ Brussel, Dept Architectural Engn, B-1050 Brussels, Belgium
  • [ 6 ] [Ye, Jihong]China Univ Min & Technol, Sch Mech & Civil Engn, Xuzhou 221116, Peoples R China

Reprint Author's Address:

  • 李雄彦

    [Li, Xiongyan]Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, MOE, Pingleyuan100, Beijing 100124, Peoples R China

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Source :

EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION

ISSN: 1671-3664

Year: 2017

Issue: 3

Volume: 16

Page: 557-569

2 . 8 0 0

JCR@2022

ESI Discipline: ENGINEERING;

ESI HC Threshold:165

CAS Journal Grade:4

Cited Count:

WoS CC Cited Count: 22

SCOPUS Cited Count: 24

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 0

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