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- W1699440037 abstract "The effective length factor of the braced beam with in-plane buckling in the chevron braced steel frame with pinned connections was derived, and verified in comparison with the value calculated by the eigenvalue buckling analysis using the software ABAQUS. The results show that, the numerical values of effective length factor are basically 0.9-1.1 times of the theoretical values, indicating the numerical and theoretical values agree well with each other. Based on the research conclusions above, the stability design suggestion about the braced beam under frequent and rare earthquakes was put forward." @default.
- W1699440037 created "2016-06-24" @default.
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- W1699440037 date "2015-01-01" @default.
- W1699440037 modified "2023-09-26" @default.
- W1699440037 title "Effective Length Factor of Braced Beam with In-plane buckling in Chevron Braced Steel Frame With Pinned Connections" @default.
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- W1699440037 doi "https://doi.org/10.2991/meic-15.2015.104" @default.
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