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Author:

Wu, F. (Wu, F..) | Yao, X. (Yao, X..) | Zhou, H. (Zhou, H..) | Huang, G. (Huang, G..) | Nie, S. (Nie, S..) | Ji, X. (Ji, X..) | Gong, T. (Gong, T..)

Indexed by:

EI Scopus

Abstract:

Light steel houses are widely used in low rise buildings, such as, residential and factory buildings. This type structures are lightweight and more sensitive to wind load, and they are severely damaged in typhoons to cause huge economic losses. Therefore, performing wind disaster assessment for this type structures is of great significance. Here, firstly, based on random simulation technique, the analysis framework for wind induced vulnerability of a whole light steel house was proposed, it was related to wind load randomization methods, wind induced brittleness analysis methods for main structure and enclosure structure, and wind induced vulnerability analysis process for house whole structure. Secondly, a case study was performed for wind-induced vulnerability of a specific light steel structure based on the proposed framework. The results showed that the proposed method can better consider the joint action of flying objects and wind pressure as well as the internal pressure change effect caused by the joint action; it can also fuse wind disaster losses of main structure and whole enclosure structure to obtain vulnerability curve of whole structure of a light steel house. © 2024 Chinese Vibration Engineering Society. All rights reserved.

Keyword:

envelope structure wind-induced vulnerability wind-induced fragility light steel building main structure

Author Community:

  • [ 1 ] [Wu F.]School of Civil Engineering, Chongqing Jiaotong University, Chongqing, 400074, China
  • [ 2 ] [Yao X.]School of Civil Engineering, Chongqing Jiaotong University, Chongqing, 400074, China
  • [ 3 ] [Zhou H.]School of Civil Engineering, Chongqing University, Chongqing, 400044, China
  • [ 4 ] [Huang G.]School of Civil Engineering, Chongqing University, Chongqing, 400044, China
  • [ 5 ] [Nie S.]School of Civil Engineering, Chongqing University, Chongqing, 400044, China
  • [ 6 ] [Ji X.]School of Architectural Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 7 ] [Gong T.]China Re Catastrophe Risk Management Company Ltd., Chongqing, 400020, China

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Source :

Journal of Vibration and Shock

ISSN: 1000-3835

Year: 2024

Issue: 9

Volume: 43

Page: 84-93

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 2

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 4

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