Modeling and Parametric Study of Cover Plate Strengthen-Beam Flange Weaken Beam-to-Column Connection for Steel Moment Frame

Yan Xia Zhang; Yun Peng Li; Lu Yao Wang; Fan Yang

doi:10.4028/www.scientific.net/AMR.368-373.1217

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 368-373Modeling and Parametric Study of Cover Plate...

Modeling and Parametric Study of Cover Plate Strengthen-Beam Flange Weaken Beam-to-Column Connection for Steel Moment Frame

Abstract:

Based on the previous experiments and theoretical analyses, finite element analyses (FEA) and parametric study on seismic behavior of Cover Plate Strengthen-Beam Flange Weaken Beam-to-Column (CPSBFW) connection are executed by using ABAQUS. Suggestions on design conceptions and details of the cover plate strengthen-beam flange weaken beam-to-column connection are presented in this paper, and that provide valuable reference for design of beam-to-column connections in steel structures.

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Periodical:

Advanced Materials Research (Volumes 368-373)

Pages:

1217-1221

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.368-373.1217

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Online since:

October 2011

Authors:

Yan Xia Zhang, Yun Peng Li, Lu Yao Wang, Fan Yang

Keywords:

Modeling and Parametric Study, Plate Strengthen-Flange Weaken Beam-Column Connection, Steel Moment Frame

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References

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