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Experimental Evaluation and Design Procedure for All-Steel Tube-in-Tube Buckling Restrained Braces
| 题名： | Experimental Evaluation and Design Procedure for All-Steel Tube-in-Tube Buckling Restrained Braces |
| 正文语种： | eng |
| 作者： | Gary S. Prinz;Paul W. Richards |
| 作者单位： | Univ. of Arkansas;DuraFuse Frames |
| 关键词： | Tube-in-Tube brace;Experimental testing;Buckling-restrained brace (BRB) |
| 摘要： | Abstract This study presents an experimental investigation into the cyclic performance of a new tube-in-tube buckling restrained brace (BRB) configuration. In this study, reduced- and large-scale brace geometries are tested to quantify inelastic hysteretic response, understand core confinement parameters, and determine the influence of end connection constraints. A total of 11 reduced-scale brace specimens are cyclically tested, along with three large-scale braces representing two core geometries and two core constraint configurations. Results from the reduced- and large-scale brace testing suggest that the tube-in-tube BRB configurations are capable of achieving the required inelastic capacity for qualification in AISC 341-16 specifications. All scaled specimens survived cumulative inelastic demands that exceeded 240 times the yield displacement (with several surviving more than 400 times the yield displacement). Results indicate that tube-in-tube BRBs are capable of producing stable tension-compression hysteretic behavior during cyclic loading. Measured β values for the large-scale Specimen G2 were lower than 1.06 for all deformation cycles at or below 9.2Δby, while measured β values for the large-scale Specimen G3 were lower than 1.07 for all cycles at or below 3.6Δby. The peak β value for Specimens G2 and G3 was 1.16 and occurred during the 15.3Δby and 7.1Δby cycles, respectively. |
| 出版年： | 2024 |
| 期刊名称： | Journal of structural engineering |
| 卷： | 150 |
| 期： | 1 |
| 页码： | 1.1-1.15 |
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