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author:

Cai, Xue Feng (Cai, Xue Feng.) [1] | Lian, Meng Yi (Lian, Meng Yi.) [2] | Zhang, Zheng (Zhang, Zheng.) [3] | Ma, Yong Chao (Ma, Yong Chao.) [4] | Zhou, Ji Zhong (Zhou, Ji Zhong.) [5]

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EI Scopus

Abstract:

Static tests were conducted on a two-story mobile building under wind loads, and the building is composed of two box units of steel frame structures. The mechanical behavior and the deformation performance of the structures were investigated. Based on the principle of static equivalent, the horizontal loads to load points of the top of the columns were imposed to simulate the wind loads. The displacement values and relative shifting values of the frame structures were obtained. The tests results show that the horizontal deflections of the mobile buildings are greatly affected by the relative shifting of the separate box units. And the conclusion also applies to the container buildings. © (2013) Trans Tech Publications, Switzerland.

Keyword:

Aerodynamic loads Buildings Civil engineering Loads (forces) Steel construction Structural frames Wind stress

Community:

  • [ 1 ] [Cai, Xue Feng]Department of Civil Engineering, Fujian University of Technology, University Town, No.3 Xue Fu Road, Shangjie Minhou, Fuzhou, Fujian 350108, China
  • [ 2 ] [Lian, Meng Yi]College of Civil Engineering, Fuzhou University, University Town, No.2 Xue Fu Road, Shangjie Minhou, Fuzhou, Fujian 350108, China
  • [ 3 ] [Zhang, Zheng]Department of Civil Engineering, Fujian University of Technology, University Town, No.3 Xue Fu Road, Shangjie Minhou, Fuzhou, Fujian 350108, China
  • [ 4 ] [Ma, Yong Chao]Department of Civil Engineering, Fujian University of Technology, University Town, No.3 Xue Fu Road, Shangjie Minhou, Fuzhou, Fujian 350108, China
  • [ 5 ] [Zhou, Ji Zhong]Department of Civil Engineering, Fujian University of Technology, University Town, No.3 Xue Fu Road, Shangjie Minhou, Fuzhou, Fujian 350108, China

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ISSN: 1660-9336

Year: 2013

Volume: 351-352

Page: 280-283

Language: English

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count: 1

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 0

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