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- W2058498805 abstract "The buckling-restrained brace has stable energy dissipation capability. It has been widely used in recent years. This paper uses finite element software ANSYS to do non-linear time history analysis for Center Braced Steel Frame, Eccentrically Braced Steel Frame, Buckling-restrained Braced Steel Frame under the earthquake. The results show that: (1) The peak acceleration, residual displacement and top floor displacement of buckling-restrained braced steel frame is smaller than the other two brace frames, provide support for the structure stability. (2) The damping energy and bracing energy dissipation capability of buckling-restrained braces and eccentrically braced are strong, so it can avoid the collapse of the main structure under the large or medium earthquake." @default.
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- W2058498805 date "2010-11-01" @default.
- W2058498805 modified "2023-10-14" @default.
- W2058498805 title "The Damping Energy Dissipation Study on Buckling Restrained Brace in Multilayer Steel Frame" @default.
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- W2058498805 doi "https://doi.org/10.4028/www.scientific.net/amr.160-162.910" @default.
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