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A new buckling-restrained brace with gap-supported tendon protection: Experiment and application

机译:一种新型的带屈曲支撑的屈曲约束支架:实验与应用

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摘要

For the Buckling-Restrained Braced Frame (BRBF), the reserve strength is critical to reduce maximum and residual drifts, and improve the collapse prevention margin. In this paper, a newly proposed brace is named TP-BRB, which is composed of a Buckling-Restrained Brace (BRB) and a gap-supported Tendon Protection in parallel. Instead of the conventional BRB, the TP-BRB is designed to provide additional stiffness and strength for steel frames after the axial deformation of TP-BRB reaches a threshold value. A quasi-static test of the TP-BRB was conducted to confirm the excellent performance of the new configuration and calibrate the numerical model in OpenSees. Nonlinear time-history analyses were performed to compare the responses of the TP-BRB frame and BRB frame models. The results show that replacing BRB with TP-BRB is an effective means to reduce the maximum and residual story drifts, and increase the collapse prevention margin under strong earthquake; moreover, it reduces the BRB deformation demands without reducing of the energy dissipation capacity of steel frames.
机译:对于屈曲约束支撑框架(BRBF),储备强度对于减少最大和残余漂移以及提高防塌边度至关重要。在本文中,一个新提出的支撑被称为TP-BRB,它由屈曲约束支撑(BRB)和缝隙支撑的Tendon保护并联组成。 TP-BRB代替了传统的BRB,其设计目的是在TP-BRB的轴向变形达到阈值后为钢框架提供额外的刚度和强度。对TP-BRB进行了准静态测试,以确认新配置的出色性能并校准OpenSees中的数值模型。进行了非线性时间历史分析,以比较TP-BRB帧和BRB帧模型的响应。结果表明,用TP-BRB代替BRB是减少最大和剩余层位移,并增加强震下的防塌裕度的有效手段。此外,它降低了BRB变形的要求,同时又不降低钢框架的耗能能力。

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