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- W3207528744 abstract "Due to the low post-yielding stiffness of buckling-restrained braces (BRBs), Buckling-restrained braced frame (BRBF) is prone to large permanent drift and damage concentration at certain stories of the structure. To provide reference for the design of BRBF, nonlinear time-history analyses were carried out to study the influencing factors of damage concentration effect. The results show that increasing the stiffness of the moment-resisting frame (MRF), avoiding abrupt change in stiffness between stories and increasing the post-yielding stiffness ratio of BRBs can mitigate the damage concentration effect, while column-hinge failure pattern of MRF, P-delta effect and increasing the earthquake intensity will magnify it." @default.
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- W3207528744 date "2015-01-01" @default.
- W3207528744 modified "2023-09-23" @default.
- W3207528744 title "Influencing Factors Analysis of Damage Concentration Effect on Buckling-Restrained Braced Frame" @default.
- W3207528744 hasPublicationYear "2015" @default.
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