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Author:

Wang, Guangyong (Wang, Guangyong.) | Wang, Xingqiang (Wang, Xingqiang.) | Liu, Guangwei (Liu, Guangwei.) | Liu, Xiaoyang (Liu, Xiaoyang.) | Ma, Dafang (Ma, Dafang.)

Indexed by:

CPCI-S EI Scopus

Abstract:

Failure mechanism and fire resistance comparison of concrete-filled steel tube (CFST) frames, reinforced concrete (RC) frames and steel reinforced concrete (SRC) fames are proposed in this paper when their bearing capacity and rigidity at room temperature are similar. The result shows that the failure mode and failure mechanism of the 3 frame structures are much different, and the SRC frames have the maximum fire resistance.

Keyword:

reinforced concrete concrete filled steel tube frame structures fire performance steel reinforced concrete

Author Community:

  • [ 1 ] [Wang, Guangyong]China Acad Bldg Res, Inst Bldg Fire Res, Beijing 100013, Peoples R China
  • [ 2 ] [Wang, Xingqiang]Shandong Polytech, Jinan 250013, Shandong, Peoples R China
  • [ 3 ] [Liu, Guangwei]Water Affairs Bur Pinyin Cty, Jinan 250400, Shandong, Peoples R China
  • [ 4 ] [Liu, Xiaoyang]Beijing Univ Technol, Inst Architectural Engn, Beijing 100124, Peoples R China
  • [ 5 ] [Ma, Dafang]PLA, Unit 92493, Hisar 125004, Haryana, India

Reprint Author's Address:

  • [Wang, Guangyong]China Acad Bldg Res, Inst Bldg Fire Res, Beijing 100013, Peoples R China

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Source :

ARCHITECTURE AND BUILDING MATERIALS, PTS 1 AND 2

ISSN: 1660-9336

Year: 2011

Volume: 99-100

Page: 300-,

Language: English

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 2

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