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• W4310346566 abstract "An all-steel miniature buckling-restrained brace with corrugated core bar, termed as CMBRB, which consists of a metallic core bar with smooth notches and a circular restraining tube, was proposed, and it is proved to have enhanced ductility and stable hysteretic behaviors under seismic events. In this study, 12 specimens were tested under cyclic loading to investigate effects of slenderness ratio, segment spacing-to-notched cross section height ratio and Teflon spacers on mechanical behaviors of CMBRBs, and the first 2 parameters were found to have great effects on strength, stiffness, energy dissipation and ductility, while the spacers contribute no significant effect. 3 different buckling cases were defined for CMBRBs with different core bar geometries, and corresponding theoretical buckling analyses were conducted to obtain lateral thrust generated by contact between core bar and restraining tube. The proposed buckling models have high accuracy as the relative error between theoretical and numerical results is only 3.9%, and it was found that CMBRBs are more susceptible to local bulging failure than conventional miniature buckling-restrained braces. Finally, a simple design procedure was developed to prevent local bulging failure of CMBRB, and the proposed design criterion showed good agreement with both experimental and numerical results in this study with a safety factor of 1.13." @default.
• W4310346566 created "2022-12-09" @default.
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• W4310346566 date "2023-02-01" @default.
• W4310346566 modified "2023-10-02" @default.
• W4310346566 title "Theoretical local buckling and bulging analysis on miniature buckling-restrained brace with corrugated core bar" @default.
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• W4310346566 doi "https://doi.org/10.1016/j.tws.2022.110248" @default.
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