Vertical Progressive Collapse of Cmposite Floor Systems under a Side Column Removal Scenario: Experimental and Numerical Investigations

被引:11
|
作者
Kong, De-Yang [1 ]
Ren, Lu-Ming [2 ]
Yang, Yong [1 ]
Li, Shan [3 ]
Yang, Bo [2 ]
Richard Liew, J. Y. [4 ]
机构
[1] Natl Univ Singapore, Dept Civil & Environm Engn, E1A-02-18,1 Engn Dr 2, Singapore 117576, Singapore
[2] Chongqing Univ, Sch Civil Engn, 83 Shabei St, Chongqing 400045, Peoples R China
[3] Natl Univ Singapore, Dept Civil & Environm Engn, E1A-04-01,1 Engn Dr 2, Singapore 117576, Singapore
[4] Natl Univ Singapore, Dept Civil & Environm Engn, E1A-07-03,1 Engn Dr 2, Singapore 117576, Singapore
基金
中国国家自然科学基金;
关键词
Progressive collapse; Three-dimensional composite floor system; Side column removal; Experimental test; Numerical simulation; RESISTANCE; SUBSTRUCTURES; JOINTS; SIMULATIONS; FRAMES;
D O I
10.1061/(ASCE)ST.1943-541X.0003174
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The propensity of buildings for progressive collapse can be assessed using the alternative path method. Generally, there are three scenarios to be considered: internal column, side column, and corner column removals. Many researchers have conducted robustness analysis of two- and three-dimensional substructures subjected to internal column removal, but only limited studies have investigated side and corner column removals. Because the side and corner columns are exposed directly to the external environment, they are more susceptible to damage caused by extreme events occurring outside the building. This paper presents experimental and numerical investigations of progressive collapse behavior of a 1:3-scale six-column subframe composite floor system subjected to the removal of a side column. A specially designed six-point loading system was adopted to apply an equivalent uniform load to the composite floor slab. The load was applied in a displacement-controlled manner to trace the complete load-displacement behavior at the point of column removal. The experiments also captured the stress distributions, failure patterns and load-transferring mechanisms. A reduced nonlinear finite-element (FE) model was developed to capture the load-displacement behavior of the tested frames, and the predicted results were compared with those from the tests. It was found that the collapse of the composite frame system is governed by the failure of primary beam-column connection. The resistance to progressive collapse is contributed predominantly by the flexural action (FA). Contradicting observations by other researchers, enhanced resistance due to catenary action (CA) in the beam and tensile membrane action (TMA) in the slab were not observed in the tests. In addition, the dynamic increase factor (DIF) obtained from the energy balance method was found to be in reasonable agreement with the factors proposed by Department of Defense recommendations.
引用
收藏
页数:15
相关论文
共 50 条
  • [21] Component tests and numerical simulations of composite floor systems under progressive collapse
    Yang, Bo
    Yang, Yong
    Zhou, Xu-Hong
    Jiang, Qiang-Fu
    Kang, Shao-Bo
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2018, 151 : 25 - 40
  • [22] Numerical study of progressive collapse in reinforced concrete frames with FRP under column removal
    Esfandiari, J.
    Latifi, M. K.
    ADVANCES IN CONCRETE CONSTRUCTION, 2019, 8 (03) : 165 - 172
  • [23] Progressive collapse resistance of steel frame with beam to column transfer structure under a middle column-removal scenario
    Huang, Xinheng
    Elchalakani, Mohamed
    Yu, Peng
    Lin, Rui
    Nie, Yongchao
    He, Sheng
    STRUCTURES, 2023, 51 : 1 - 12
  • [24] Progressive collapse of beam-to-upright subassemblies of steel storage racks under a column removal scenario
    Dai, Liusi
    Yao, Hao
    Yan, Shen
    Ren, Chong
    THIN-WALLED STRUCTURES, 2024, 205
  • [25] Multilinear model for progressive collapse response of reinforced concrete frames under penultimate column removal scenario
    Feng, Fei-Fan
    Hwang, Hyeon-Jong
    Kang, Su-Min
    Yi, Wei-Jian
    JOURNAL OF BUILDING ENGINEERING, 2022, 47
  • [26] Progressive collapse resistance of post-tensioned concrete beam-column assemblies under a middle column removal scenario
    Husain, Muhannad
    Yu, Jun
    Osman, Basheer H.
    Ji, Jian
    JOURNAL OF BUILDING ENGINEERING, 2021, 34 (34):
  • [27] Progressive collapse resistance of composite frame with concrete-filled steel tubular column under a penultimate column removal scenario
    Zheng, Long
    Wang, Wen-Da
    Li, Hua-Wei
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2022, 189
  • [28] Research on progressive collapse resistance capacity of composite frame with CFST columns under corner column removal scenario
    Wang J.-X.
    Yang Y.
    Zhou K.
    Li Q.-Y.
    Gongcheng Lixue/Engineering Mechanics, 2022, 39 (05): : 105 - 118
  • [29] Progressive collapse resistance of unsymmetrical steel sub-structure under a middle column-removal scenario
    Yu, Peng
    Huang, Xinheng
    Li, Hongfei
    Nie, Yongchao
    He, Sheng
    JOURNAL OF BUILDING ENGINEERING, 2023, 69
  • [30] Vierendeel action in progressive collapse of three-storey RC structures under corner column removal scenario
    Qian, Huiya
    Liang, Gaofeng
    Lin, Feng
    ENGINEERING STRUCTURES, 2024, 310