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Abstract:
Static tests were conducted on frame structure of light steel temporary buildings under wind load. The mechanical behavior and the deformation performance of the structure were investigated. A kind of new system of load distribution beams was applied, which imposed the horizontal loads to load points of columns and simulated the uniformly distributed wind load. The load-displacement curves and the strains of the columns were obtained. The performances of the light steel temporary building are summarized and discussed. © (2012) Trans Tech Publications.
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Source :
Applied Mechanics and Materials
ISSN: 1660-9336
Year: 2012
Volume: 166-169
Page: 450-453
Language: English
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: 0
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