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- W1981282447 abstract "Both total potential energy and buckling equation of two-span continuous beam with lateral elastic brace under uniform load are deduced, based on energy variation method and the principle of minimum potential energy. Buckling of H-beams is simulated by ANSYS software, then compared to theoretical value, validated its rationality. High precision buckling moment formula is regressed using 1stOpt which is a famous mathematical optimization analysis software in China. The relationship between lateral brace stiffness and buckling moment is obtained. Results: with lateral brace stiffness increases, critical bending moment of beam increases within up-limit, e.g. when lateral brace stiffness increases to certain extent, buckling moment no longer increases." @default.
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- W1981282447 date "2010-12-01" @default.
- W1981282447 modified "2023-09-26" @default.
- W1981282447 title "Buckling Analysis of Two-Span Continuous Beams with Lateral Elastic Brace under Uniform Load" @default.
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- W1981282447 doi "https://doi.org/10.4028/www.scientific.net/amr.163-167.641" @default.
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