Study on Anti-Seismic Performance of Steel Storage Shelves

Hai Ming Huang; Wen Jiao

doi:10.4028/www.scientific.net/AMR.217-218.1547

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 217-218Study on Anti-Seismic Performance of Steel Storage...

Study on Anti-Seismic Performance of Steel Storage Shelves

Abstract:

The analysis for structural seismic response is a mechanics foundation of earthquake resistance design and seismic prevention. In the study, we make normal mode analysis on the steel storage shelve by using the finite element method and obtain the top 100 order natural frequencies and modes, then combine with the mode decomposition response spectrum method to get the maximum tensile stress, compressive stress and shear stress of the beams and columns. Compared with relevant provisions of GB 50011-2001 and GB50018-2002, it is verified that the strength and stiffness of the steel storage shelve beams and columns are in line with anti-seismic requirements.

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Periodical:

Advanced Materials Research (Volumes 217-218)

Pages:

1547-1552

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.217-218.1547

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Online since:

March 2011

Authors:

Hai Ming Huang, Wen Jiao

Keywords:

Anti-Seismic, Finite Element Model (FEM), Stiffness, Strength

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