Discussion on the parameters matching of a buckling restrained brace in structural design

被引:0
作者
Wu K. [1 ]
Tao Z. [2 ]
Yu W. [1 ]
Lan X. [1 ]
Zhang L. [1 ]
机构
[1] College of Architecture and Civil Engineering, Kunming University, Kunming
[2] Civil Engineering Institute, Kunming University of Science and Technology, Kunming
来源
Tao, Zhong | 1600年 / Chinese Vibration Engineering Society卷 / 40期
关键词
Buckling restrained brace(BRB); Energy dissipation; Equivalent parameter; Yield displacement;
D O I
10.13465/j.cnki.jvs.2021.14.016
中图分类号
学科分类号
摘要
The issue of parameters matching of a buckling restrained brace(BRB) in structural design was studied. The relationship between BRB equivalent parameters and actual parameters was established by introducing a coefficient Qm. The reasonable matching relationship between the yield capacity and the equivalent rigidity of BRB, as well as the matching relationship between the yield deformation and the length of BRB were analyzed. Based on the analysis results, the reasonable value ranges of parameters were proposed to derive the relationship between the BRB and the main frame, and the conditions for BRB to yield preceding the main frame were presented. In addition, the BRB's yield energy consumption under specific earthquake level and the deformation control under rare earthquake were discussed. Then the guarantee conditions for the energy consumption and the safety of BRB in different structural systems were provided. The design process of BRB products was established and the validity of the proposed parameter control was verified through examples analysis. The analysis results show that the BRB designed according to the proposed design process can achieve successfully all the performance objectives. The results provide a theoretical reference for the rational control of BRB product parameters and the application of BRB to structures in practical engineering. © 2021, Editorial Office of Journal of Vibration and Shock. All right reserved.
引用
收藏
页码:117 / 124and143
相关论文
共 13 条
[1]  
GUO Yanlin, TONG Jingzhong, ZHOU Peng, Research progress of buckling restrained braces: types, design methods and applications, Engineering Mechanics, 33, 9, pp. 1-14, (2016)
[2]  
SUN Zhiguo, HUA Chengjun, SHI Yan, Et al., Seismic design of bridge bents with BRB as a structural fuse, Journal of Vibration and Shock, 34, 22, pp. 199-205, (2015)
[3]  
WATANABE A, HITOMI Y, YAEKI E, Et al., Properties of brace encased in buckling-restraining concrete and steel tube, Proceedings of the 9th World Conference on Earthquake Engineering, (1988)
[4]  
LI Guoqiang, SUN Feifei, ZHANG Yang, Application classification standard and performance standard of buckling restrained brace, Journal of Civil, Architectural and Environmental Engineering, 33, pp. 391-396, (2010)
[5]  
GAO Chengyong, AN Dongya, Application and parameter controlling for dissipative BRB in structural design, Journal of Building Structure, 37, 6, pp. 69-77, (2016)
[6]  
TSAI K C, WU A C, WEI C Y, Et al., Welded end-slot connection and debonding layers for buckling restrained braces, Earthquake Engineering & Structural Dynamics, 43, 12, pp. 1785-1807, (2014)
[7]  
CHUANG M C, TSAI K C, LIN P C, Et al., Critical limit states in seismic buckling-restrained brace and connection designs, Earthquake Engineering & Structural Dynamics, 44, 10, pp. 1559-1579, (2015)
[8]  
(2013)
[9]  
(2014)
[10]  
CHENG Guangyu, YE Lieping, CUI Hongchao, Study on the design method of buckling-restrained brace, Journal of Building Structure, 29, 1, pp. 40-48, (2008)