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Progressive Collapse Resistance Assessment of a Multi-Column Frame Tube Structure with an Assembled Truss Beam Composite Floor under Different Column Removal Conditions

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成果类型:
期刊论文
作者:
Zhao, Rongguo;Chen, Guangfei;Zhang, Zaihua;Luo, Wei
通讯作者:
Zhao, RG;Zhang, ZH
作者机构:
[Zhao, Rongguo; Zhao, RG; Luo, Wei; Chen, Guangfei] Xiangtan Univ, Coll Hunan Prov, Key Lab Dynam & Reliabil Engn Struct, Xiangtan 411105, Peoples R China.
[Zhao, Rongguo; Zhao, RG] Xiangtan Univ, Sch Mech Engn & Mech, Xiangtan 411105, Peoples R China.
[Luo, Wei; Chen, Guangfei] Xiangtan Univ, Coll Civil Engn, Xiangtan 411105, Peoples R China.
[Zhang, Zaihua; Zhang, ZH] Hunan City Univ, Civil Engn Coll, Yiyang 413000, Peoples R China.
[Zhang, Zaihua; Zhang, ZH] Hunan City Univ, Hunan Engn Res Ctr Dev & Applicat Ceramsite Concre, Yiyang 413000, Peoples R China.
通讯机构:
[Zhao, RG ] X
[Zhang, ZH ] H
Xiangtan Univ, Coll Hunan Prov, Key Lab Dynam & Reliabil Engn Struct, Xiangtan 411105, Peoples R China.
Xiangtan Univ, Sch Mech Engn & Mech, Xiangtan 411105, Peoples R China.
Hunan City Univ, Civil Engn Coll, Yiyang 413000, Peoples R China.
语种:
英文
关键词:
progressive collapse resistance;multi-column frame tube structure;truss beam composite floor;nonlinear dynamics;alternate load path method
期刊:
Buildings
ISSN:
2075-5309
年:
2024
卷:
14
期:
1
页码:
111-
基金类别:
Conceptualization, R.Z. and Z.Z.; methodology, R.Z. and G.C.; software, Z.Z. and G.C.; validation, R.Z., Z.Z. and G.C.; formal analysis, Z.Z.; investigation, R.Z. and Z.Z.; resources, W.L.; data curation, Z.Z. and G.C.; writing—original draft preparation, R.Z., G.C. and Z.Z.; writing—review and editing, R.Z. and G.C.; visualization, W.L.; supervision, R.Z.; project administration, Z.Z. and G.C.; funding acquisition, R.Z. and G.C. All authors have read and agreed to the published version of the manuscript. This research was funded by the Scientific Research Project of Education Department of Hunan Province (19A095) and the Hunan Natural Science Foundation (2018JJ2020, 2020JJ5018).
机构署名:
本校为通讯机构
院系归属:
土木工程学院
摘要:
To estimate the progressive collapse resistance capacity of a multi-column frame tube structure with an assembled truss beam composite floor (ATBCF), pushdown analysis and nonlinear dynamic analysis are conducted for such a structure using the alternate load path (ALP) method. The bearing capacities of the remaining structures under three different work conditions, which are the side middle column removal, the edge middle column removal, and the corner column removal, are individually studied, and the collapse mechanism of the remaining structures is analyzed based on the aspects of the intern...

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