Comparison of the progressive collapse resistances of different single-layer latticed domes

被引:15
|
作者
Tian, Li-min [1 ]
Nie, Xiao-ning [1 ]
Zhong, Wei-hui [1 ]
Wei, Jian-peng [1 ]
机构
[1] Xian Univ Architecture & Technol, Sch Civil Engn, Xian 710055, Shaanxi, Peoples R China
基金
中国国家自然科学基金;
关键词
Single-layer latticed dome; Progressive collapse; Failure mode; Collapse mechanism; Finite-element analysis; RETICULATED DOMES; MECHANISM;
D O I
10.1016/j.jcsr.2019.105697
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This study conducted progressive collapse tests of Keiwitt-6 (K6) and three-way diagonal grid (ID) single-layer latticed domes. Progressive collapse tests of single-layer latticed domes were performed to examine the dynamic responses, collapse mechanisms, and collapse modes of different structural types after the failure of multiple structural members. The results indicated the following: 1) Under the same test conditions, two types of structures exhibited the same collapse mode: local collapse occurred first at the destructive part of the structures; then, with increases in the number of failed members, the collapse range continuously expanded, and the structures ultimately exhibited complete collapse. Some of the members at the supports exhibited cracks or necking. 2) The K6 and TD single-layer latticed domes relied on the compression and beam mechanisms, respectively, to resist progressive collapse. 3) The K6 single layer latticed dome exhibited better resistance to progressive collapse as compared to that of the TD single-layer latticed dome. 4) The progressive collapse resistances of K6 and TD single-layer latticed domes were significantly improved by increasing the bending stiffness of radial members. (C) 2019 Elsevier Ltd. All rights reserved.
引用
收藏
页数:16
相关论文
共 50 条
  • [1] Comparison of of progressive collapse resistance of single-layer latticed domes under different loadings
    Zhao, Xianzhong
    Yan, Shen
    Chen, Yiyi
    [J]. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2017, 129 : 204 - 214
  • [2] PROGRESSIVE COLLAPSE ANALYSIS OF SINGLE-LAYER LATTICED DOMES WITH FABRICATED JOINTS
    Xu, Ying
    Zhang, Xiaoning
    Han, Qinghua
    Huang, Wei
    Liu, Yiming
    [J]. JOURNAL OF THE INTERNATIONAL ASSOCIATION FOR SHELL AND SPATIAL STRUCTURES, 2023, 64 (02): : 74 - 83
  • [3] Identification of critical members for progressive collapse analysis of single-layer latticed domes
    Yan, Shen
    Zhao, Xianzhong
    Rasmussen, Kim J. R.
    Zhang, Hao
    [J]. ENGINEERING STRUCTURES, 2019, 188 : 111 - 120
  • [4] Progressive collapse resistance of single-layer latticed domes under different failure conditions at the same joint
    Tian, Li-min
    Li, Dong-ye
    Li, Wei
    Kou, Yue-feng
    [J]. JOURNAL OF BUILDING ENGINEERING, 2021, 36
  • [5] Experimental Study and Numerical Simulation of the Progressive Collapse Resistance of Single-Layer Latticed Domes
    Xu, Ying
    Han, Qing-Hua
    Parke, G. A. R.
    Liu, Yi-Ming
    [J]. JOURNAL OF STRUCTURAL ENGINEERING, 2017, 143 (09)
  • [6] Progressive collapse of single-layer braced domes
    Abedi, K.
    Parke, G.A.R.
    [J]. International Journal of Space Structures, 1996, 11 (03): : 291 - 306
  • [7] Progressive collapse resistance of single-layer latticed domes subjected to non-uniform snow loads
    Tian, Li-min
    He, Jia-xin
    Zhang, Cheng-bing
    Bai, Rui
    [J]. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2021, 176
  • [8] Effects of the rise-to-span ratio on the progressive collapse resistance of Kiewitt-6 single-layer latticed domes
    Tian, Li-min
    Li, Qi-bing
    Zhong, Wei-hui
    Wei, Jian-peng
    [J]. ENGINEERING FAILURE ANALYSIS, 2019, 106
  • [9] Grid patterns optimization for single-layer latticed domes
    Teranishi, Masaki
    Ishikawa, Koichiro
    [J]. ADVANCES IN STRUCTURAL ENGINEERING, 2021, 24 (02) : 359 - 369
  • [10] Optimization of grid patterns for single-layer latticed domes
    Teranishi, M.
    An, S.
    Ishikawa, K.
    [J]. IASS 60TH ANNIVERSARY SYMPOSIUM (IASS SYMPOSIUM 2019) - 9TH INTERNATIONAL CONFERENCE ON TEXTILE COMPOSITES AND INFLATABLE STRUCTURES (STRUCTURAL MEMBRANES 2019), 2019, : 2073 - 2080