Aseismic Test and Finite Element Analysis of Light-Weight Steel Portal Frame with Tapered Members

Zhen Shan Wang; Ming Zhou Su; An Liang Song; Zhen Pang; Lin Shen

doi:10.4028/www.scientific.net/AMR.368-373.211

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 368-373Aseismic Test and Finite Element Analysis of...

Aseismic Test and Finite Element Analysis of Light-Weight Steel Portal Frame with Tapered Members

Abstract:

To study on the failure model, ductility, energy dissipation capacity, structural displacement, and stiffness of the portal frame structures on the effect of earthquake force, a pseudo-static experiment with a 1/3 scaled model has been completed. Based on the test result, though the ductility and the energy consumption capacity of the structure are poor, the requirement on aseismatic bearing capacity is satisfied, because the structure suffers the smaller seismic force as the deadweight of structure is light. Built up a finite element model according to the test specimen, then performed finite element analysis, the results showed that the finite element model can be used for seismic analysis of the portal frame.

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Periodical:

Advanced Materials Research (Volumes 368-373)

Pages:

211-214

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.368-373.211

Citation:

Cite this paper

Online since:

October 2011

Authors:

Zhen Shan Wang, Ming Zhou Su, An Liang Song, Zhen Pang, Lin Shen

Keywords:

Finite Element Analysis (FEA), Portal Frame, Pseudo-Static Experiment, Seismic Performance

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