Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
4923482 | Journal of Constructional Steel Research | 2017 | 11 Pages |
Abstract
Seven pinned double-rectangular tube assembled buckling-restrained brace (DRT-ABRB) specimens are investigated by axial cyclic loading tests in this study. The core member of the specimen is a single flat-plate, with two rectangular tubes assembled to form the external restraining member by high-strength bolts. Each rectangular tube is composed of external channel steel and an external cover plate. The influence of end detailing of DRT-ABRBs on the energy dissipation is explored in the tests, which demonstrates that, compared with the end strengthening measure using an external hoop, the counterpart with a bench ribbed stiffener provides better energy dissipation capacity. In addition, the gap between the bench ribbed stiffener and the external channel steel should be controlled in design. All DRT-ABRBs studied exhibits excellent energy dissipation capacity, which proves the effectiveness of the DRT-ABRB end detailing proposed.
Related Topics
Physical Sciences and Engineering
Engineering
Civil and Structural Engineering
Authors
Z.Q. Jiang, C. Dou, Y.L. Guo, A.L. Zhang,