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Author:

Huang, Jin (Huang, Jin.) | Gao, Xiangyu (Gao, Xiangyu.) | Wang, Fumin (Wang, Fumin.) | Zeng, Zhenjie (Zeng, Zhenjie.) | Yu, Jiajia (Yu, Jiajia.)

Indexed by:

EI Scopus

Abstract:

Reinforced concrete frame bent structure (RCFBS) is a popular structural pattern in industrial power plant, while it behaves poor seismic performance in several previous earthquake accidents. This study adds buckling restrained brace (BRB) in the experiment model to improve the seismic performance of main structure. However, for such structures few BRBs just are permitted to set into its body due to the limits of process layout. To reinforced concrete power plant, the work aims to how to set BRB in reinforced concrete frame bent structures and to examine the role of BRB in the seismic performance of main structure. © Published under licence by IOP Publishing Ltd.

Keyword:

Reinforced concrete Power plants Concrete construction Seismic waves Earthquakes

Author Community:

  • [ 1 ] [Huang, Jin]Beijing Priority Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing; 100124, China
  • [ 2 ] [Gao, Xiangyu]Beijing Priority Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing; 100124, China
  • [ 3 ] [Wang, Fumin]Beijing Priority Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing; 100124, China
  • [ 4 ] [Zeng, Zhenjie]Beijing Priority Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing; 100124, China
  • [ 5 ] [Yu, Jiajia]Beijing Priority Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing; 100124, China

Reprint Author's Address:

  • [huang, jin]beijing priority laboratory of earthquake engineering and structural retrofit, beijing university of technology, beijing; 100124, china

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Source :

ISSN: 1755-1307

Year: 2019

Issue: 6

Volume: 242

Language: English

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 1

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 5

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