期刊
ENGINEERING STRUCTURES
卷 111, 期 -, 页码 478-493出版社
ELSEVIER SCI LTD
DOI: 10.1016/j.engstruct.2015.12.030
关键词
All-steel BRBs; Unbonding materials; Compression strength adjustment factor; Friction force; Residual deformation
资金
- National Natural Science Foundation of China [51008077, 51278105]
- Natural Science Foundation of Jiangsu Province of China [BK20151407]
- Priority Academic Program Development of Jiangsu Higher Education Institutions
Seven all-steel buckling-restrained braces (BRBs) were tested under cyclic loading to investigate the effect of the unbonding materials on the performance of BRBs, via the employment of a layer of 1-mm thick butyl rubber or pure air gap between the core plate and the restraining system. Test results indicate that all the BRBs exhibited rather well energy dissipation capacities and sustained cumulative plastic deformations over 1000 times the yield strain. However, significantly higher compression strength adjustment factor beta was developed for the specimens without the unbonding materials, due to the gradually increasing friction force and the jamming between the end of the core plate and the restraining members. Moreover, the gradually increasing friction force and the jamming also induced the considerably nonuniform residual deformation for the specimens without the unbonding materials both observed in the test and the finite element models. Especially, for high performance BRBs with relatively long yielding segment and thin core plate, the unbonding materials are recommended to apply. (C) 2015 Elsevier Ltd. All rights reserved.
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