Dual-objective control of braced steel frame using asynchronized parallel two-stage yielding BRB

撑杆 支撑框架 帧(网络) 结构工程 钢架 阶段(地层学) 支撑 对偶(语法数字) 参数统计 工程类 控制(管理) 屈曲 控制理论(社会学) 计算机科学 地质学 机械工程 数学 人工智能 古生物学 艺术 统计 文学类
作者
Cantian Yang,Lili Xie,Qiang Liu,Aiqun Li,Qianmin Liu,Xinyu Wang
出处
期刊:Soil Dynamics and Earthquake Engineering [Elsevier]
卷期号:179: 108522-108522
标识
DOI:10.1016/j.soildyn.2024.108522
摘要

A novel buckling restrained brace (BRB), called the asynchronized parallel two-stage yielding buckling restrained brace (APTYBRB), is proposed to achieve dual-objective control of the maximum inter-story drift ratio (MIDR) and damage concentration effect (DCE) of braced steel frame structures. The APTYBRB features asynchronized two-stage working and yielding mechanisms. First, the feasibility, seismic performance, and fatigue performance of the APTYBRB were evaluated based on full-scale tests. Subsequently, simplified numerical simulation methods for the proposed APTYBRB, existing asynchronized series two-stage yielding BRB (ASTYBRB), and existing synchronized parallel two-stage yielding BRB (SPTYBRB) were recommended and validated. Based on non-linear time history analyses of a ten-story steel braced frame structure equipped with APTYBRBs, ASTYBRBs, SPTYBRBs, and conventional single-stage yielding BRBs (SYBRBs), the advantages of the APTYBRB in dual-objective control over the SYBRB, ASTYBRB, and SPTYBRB were identified. Compared to braced frame structures using SYBRB, SPTYBRB, and ASTYBRB, the MIDR using APTYBRB was reduced by 17 %–23 %, 10 %, and 7 %, respectively, and the damage concentration factor was reduced from 1.5 to 1.54, 1.51, 1.38, and 1.3, respectively. Finally, parametric studies were carried out to investigate the influence of the two-stage activation deformation (Δa2) on the dual-objective control effect of APTYBRB. This study provides a high-performance BRB for achieving dual-objective seismic response control of braced steel frames.
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