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Evaluation of approximate methods for estimating residual drift demands in BRBFs
Engineering Structures ( IF 5.5 ) Pub Date : 2020-12-01 , DOI: 10.1016/j.engstruct.2020.110849
Neda Asgarkhani , Mansoor Yakhchalian , Benyamin Mohebi

Abstract Nowadays, Buckling Restrained Braced Frame (BRBF) system is extensively used for the seismic design of new buildings. This system is composed of Buckling Restrained Braces (BRBs) that do not buckle under compression forces, and have high energy-dissipation capacity. However, low post-yield stiffness of the brace core in BRBs may cause large residual drifts after the occurrence of an earthquake. In this study, four approximate methods for estimating residual drift demands in BRBFs are evaluated. These methods include the FEMA P-58 method, the method proposed in this study, the method proposed by Erochko et al. and the coefficients method introduced by Ruiz-Garcia and Chora, calibrated in this study for BRBFs. To evaluate the estimated residual drifts of BRBFs according to these approximate methods, 2-, 4-, 6-, 8-, 10- and 12-story BRBFs are designed. Nonlinear dynamic analyses are performed on the BRBFs using 78 ground motion records scaled to different ground motion intensity levels. The results show that the proposed method is more accurate than the FEMA P-58 and Erochko et al. methods that are conservative for estimating the median and mean residual drifts of BRBFs, respectively. Moreover, the coefficients method, which estimates the median of maximum residual drifts, is the most accurate method among the four methods considered. However, it does not provide information about the height-wise distribution of residual drifts.

中文翻译:

估计 BRBF 中剩余漂移需求的近似方法的评估

摘要 目前,屈曲约束支撑框架(BRBF)系统被广泛用于新建建筑的抗震设计。该系统由屈曲约束支撑 (BRB) 组成,在压缩力下不会屈曲,并且具有高能量耗散能力。然而,BRBs 中支撑核心的低屈服后刚度可能会在地震发生后引起较大的残余漂移。在这项研究中,评估了估计 BRBF 中剩余漂移需求的四种近似方法。这些方法包括 FEMA P-58 方法、本研究中提出的方法、Erochko 等人提出的方法。以及 Ruiz-Garcia 和 Chora 引入的系数方法,在本研究中针对 BRBF 进行了校准。为了根据这些近似方法评估 BRBF 的估计残余漂移,2-、4-、6-、8-、设计了 10 层和 12 层的 BRBF。使用 78 个按不同地震动强度等级缩放的地震动记录对 BRBF 进行非线性动力分析。结果表明,所提出的方法比 FEMA P-58 和 Erochko 等人的方法更准确。分别用于估计 BRBF 的中值和平均残差漂移的保守方法。此外,估计最大残余漂移的中值的系数方法是所考虑的四种方法中最准确的方法。然而,它没有提供关于残余漂移的高度分布的信息。结果表明,所提出的方法比 FEMA P-58 和 Erochko 等人的方法更准确。分别用于估计 BRBF 的中值和平均残差漂移的保守方法。此外,估计最大残余漂移的中值的系数方法是所考虑的四种方法中最准确的方法。然而,它没有提供关于残余漂移的高度分布的信息。结果表明,所提出的方法比 FEMA P-58 和 Erochko 等人的方法更准确。分别用于估计 BRBF 的中值和平均残差漂移的保守方法。此外,估计最大残余漂移的中值的系数方法是所考虑的四种方法中最准确的方法。然而,它没有提供关于残余漂移的高度分布的信息。
更新日期:2020-12-01
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