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The Analysis and Design Criteria of Y Style Eccentrically Braced Steel Frames under Cyclic Load

YU An-lin

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Abstract

Based on the working principle of EBF,the numerical models of double storey Y-eccentrically braced steel frame are established,and the anti-force performance is analyzed under cyclic loads by ansys10.0.In the research,the height of the web and the thickness of the web are taken as the parameters,and the influence of the parameters on the behavior of H-shaped section links are studied.In conclusion,the proposal for designing Y type eccentrically braced steel frames is made.

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What this paper is about

Based on the working principle of EBF,the numerical models of double storey Y-eccentrically braced steel frame are established,and the anti-force performance is analyzed under cyclic loads by ansys10.0.In the research,the height of the web and the thickness of the web are taken as the parameters,and the influence of the parameters on the behavior of H-shaped section links are studied.In conclusion,the proposal for designing Y type eccentrically braced steel frames is made.

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Available abstract

Based on the working principle of EBF,the numerical models of double storey Y-eccentrically braced steel frame are established,and the anti-force performance is analyzed under cyclic loads by ansys10.0.In the research,the height of the web and the thickness of the web are taken as the parameters,and the influence of the parameters on the behavior of H-shaped section links are studied.In conclusion,the proposal for designing Y type eccentrically braced steel frames is made.

Key concepts: Braced frame, Structural engineering, Frame (networking), Steel frame, Reduction (mathematics), Engineering, Brace, Mathematics

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