基于Bouc-Wen模型的阻尼器附加有效阻尼比解析解及应用

吴山1,何浩祥1,王宝顺1,陈建伟2

振动与冲击 ›› 2022, Vol. 41 ›› Issue (16) : 10-18.

PDF(1793 KB)
PDF(1793 KB)
振动与冲击 ›› 2022, Vol. 41 ›› Issue (16) : 10-18.
论文

基于Bouc-Wen模型的阻尼器附加有效阻尼比解析解及应用

  • 吴山1,何浩祥1,王宝顺1,陈建伟2
作者信息 +

Analytical solution and application analysis of damper additional damping ratio based on the Bouc-Wen model

  • WU Shan1,HE Haoxiang1,WANG Baoshun1,CHEN Jianwei2
Author information +
文章历史 +

摘要

附加有效阻尼比是评价减震结构性能的重要参数,现有的建筑消能减震技术规程规定应采用双线性模型模拟位移相关型阻尼器恢复力性能,但该模型仅能在拟合位移下准确量化阻尼器耗能能力和附加有效阻尼比。Bouc-Wen模型能够在各级位移下准确量化阻尼器耗能,但目前缺乏基于该模型的附加有效阻尼比计算公式。对Bouc-Wen模型进行显式化解析,推导出基于该模型的阻尼器附加有效阻尼比计算公式。结合试验数据,对采用不同模型表征阻尼器耗能能力的精度进行了数值分析和对比,证明了提出方法的精确性。对基于Bouc-Wen模型的附加有效阻尼比进行参数分析,给出了其变化规律和各性能参数影响。基于有限元分析,对采用不同模型计算结构动力响应和附加有效阻尼比的差异进行了对比,进一步验证了提出方法的有效性和应用价值。
关键词:减震结构;附加有效阻尼比;Bouc-Wen模型;双线性模型;滞回耗能

Abstract

Additional effective damping ratio is an important parameter for evaluating the performance of damped structures. According to the existing design code, the bilinear model should be used to simulate the hysteresis performance of the displacement-dependent dampers. However, the model can only accurately quantify the energy dissipation capacity and additional damping ratio under the fitting displacement. The Bouc-Wen model can accurately quantify the energy dissipation of dampers at all displacement levels, but there is no accurate additional effective damping ratio formula based on this model. Based on the explicit analysis of the Bouc-Wen model, the formula for calculating the additional effective damping ratio of the damper was derived. Based on the experiment data, the accuracies of different models for characterizing the energy dissipation capacity of dampers were analyzed and compared. The parameter analysis of the additional effective damping ratio based on the Bouc-Wen model was carried out, and the variation law and the influence of performance parameters were given. Based on the finite element model analysis, the differences of the dynamic response and the additional effective damping ratios of different models were compared, which further verified the effectiveness and application value of the method in this study.
Key words: damped structure; additional effective damping ratio; Bouc-Wen model; bilinear model; hysteretic energy

关键词

减震结构 / 附加有效阻尼比 / Bouc-Wen模型 / 双线性模型 / 滞回耗能

Key words

damped structure / additional effective damping ratio / Bouc-Wen model / bilinear model / hysteretic energy

引用本文

导出引用
吴山1,何浩祥1,王宝顺1,陈建伟2. 基于Bouc-Wen模型的阻尼器附加有效阻尼比解析解及应用[J]. 振动与冲击, 2022, 41(16): 10-18
WU Shan1,HE Haoxiang1,WANG Baoshun1,CHEN Jianwei2. Analytical solution and application analysis of damper additional damping ratio based on the Bouc-Wen model[J]. Journal of Vibration and Shock, 2022, 41(16): 10-18

参考文献

[1] 建筑抗震设计规范:GB 50011-2010[S]. 北京: 中国建筑工业出版社, 2010.
Code for seismic design of buildings: GB 50011-2010[S]. Beijing: China Architecture & Building Press, 2010.
[2] 建筑消能减震技术规程:JGJ 297-2013[S]. 北京: 中国建筑工业出版社, 2013.
Technical specification for seismic energy dissipation of buildings:JGJ 297-2013[S]. Beijing: China Architecture & Building Press, 2013.
[3] 吴克川, 陶忠, 韦光兰, 等. 地震作用下防屈曲支撑减震结构附加有效阻尼比计算及变化规律研究[J]. 振动与冲击, 2016,35(2): 146-152.
WU Kechuan, TAO Zhong, WEI Guanglan, et al. Calculation of the additional damping ratio of buckling restrained brace structure and its variation under earthquake[J]. Journal of Vibration and Shock, 2016, 35(2): 146-152.
[4] 王维凝, 闫维明, 彭凌云. 不同水准地震作用下铅消能器附加给结构的有效阻尼比及其设计取值研究[J]. 工程力学, 2014, 31(3): 173-180.
WANG Weining, YAN Weiming, PENG Lingyun. Study on the additional damping ratio provided by lead dampers and its design values under different seismic levels[J]. Engineering Mechanics, 2014, 31(3): 173-180.
[5] 徐昕, 区彤, 周云, 等. BRB消能减震结构设计中附加有效阻尼比计算方法分析研究[J]. 建筑结构, 2018,48(17): 89-95.
XU Xin, QU Tong, ZHOU Yun, et al. Research on the calculation method of additional effective damping ratio in the design of BRB energy dissipation structure[J]. Building Structure, 2018, 48(17): 89-95.
[6] CAMERON Black, NICOS Makris, IAN Aiken. Component testing, stability analysis and characterization of Buckling-restrained unbonded braces[R]. Berkeley, USA: PEER 2002/08, University of California, 2002.
[7] 黄金. 钢筋混凝土框排架-BRB结构消能减震设计理论及试验研究[D]. 北京: 北京工业大学, 2019.
HUANG Jin. Energy dissipation and seismic reduction design theory and experimental research on reinforcement concrete frame bent structure with buckling restrained brace[D]. Beijing: Beijing University of Technology, 2019.
[8] 高向宇, 张慧, 杜海燕, 等. 防屈曲支撑恢复力的特点及计算模型研究[J]. 工程力学, 2011,28(6): 19-28.
GAO Xiangyu, ZHANG Hui, DU Haiyan, et al. Study on characterization and modeling of buckling-restrained brace[J]. Engineering Mechanics, 2011, 28(6): 19-28.
[9] 李建勤, 高向宇, 刘超, 等. 基于改进Bouc-Wen模型防屈曲支撑的参数识别[J]. 北京工业大学学报, 2016,42(2): 245-252.
LI Jianqin, GAO Xiangyu, LIU Chao, et al. Parametric identification of BRB based on the improved Bouc-Wen model[J]. Journal of Beijing University of Technology, 2016, 42(2): 245-252.
[10] 李宗京, 舒赣平. 正则化Bouc-Wen模型的参数研究及其在金属阻尼器中的应用[J]. 振动与冲击, 2018, 37(22): 128-135.
LI Zongjing, SHU Ganping. Parametric study of the normalized Bouc-Wen model and its application in metallic dampers[J]. Journal of Vibration and Shock, 2018, 37(22): 128-135.
[11] 吴从晓. 高位转换耗能减震结构体系分析研究[D]. 广州: 广州大学, 2007.
WU Congxiao. Analytical studies on the system of high-level transfer structure with energy dissipated device[D]. Guangzhou: Guangzhou University, 2007.
[12] 吴旭, 周美荣, 陈曦, 等. 黏滞阻尼器在时程分析下的附加有效阻尼比研究[J]. 振动与冲击, 2019, 38(4): 258-262+257.
WU Xu, ZHOU Meirong, CHEN Xi, et al. A study on additional effective damping ratio of viscous dampers from time-uistory analysis[J]. Journal of Vibration and Shock, 2019, 38(4): 258-262+257.
[13] 翁大根, 李超, 胡岫岩, 等. 减震结构基于模态阻尼耗能的附加有效阻尼比计算[J]. 土木工程学报, 2016, 49(S1): 19-24+31.
WENG Dagen, LI Chao, HU Xiuyan, et al. Calculation of additional effective damping ratio of structures based on modal damping energy dissipation[J]. China Civil Engineering Journal, 2016, 49(S1): 19-24+31.
[14] 郭秀秀, 李长宇, 史庆轩. 基于改进Bouc-Wen模型的非线性结构非平稳随机地震响应分析[J]. 振动与冲击, 2020, 39(18): 248-254+268.
GUO Xiuxiu, LI Changyu, SHI Qingxuan. Non-stationary stochastic seismic response analysis of a non-linear structure based on an improved Bouc-Wen model [J]. Journal of Vibration and Shock, 2020, 39(18): 248-254 +268.
[15] CHAN R, F Albermani, WILLIAMS M S. Evaluation of yielding shear panel device for passive energy dissipation[J]. Journal of Constructional Steel Research, 2009, 65(2):260-268.
[16] GUERRERO Hector, JI Tianjian, ESCOBAR Alberto, et al. Effects of buckling-restrained braces on reinforced concrete precast models subjected to shaking table excitation[J]. Engineering Structures, 2018, 163(5): 294-310.
[17] DU Ke, CHENG Feng, BAI Jiulin, et al. Seismic performance quantification of buckling-restrained braced RC frame structures under near-fault ground motions[J]. Engineering Structures, 2020, 211(7): 110447.

PDF(1793 KB)

597

Accesses

0

Citation

Detail

段落导航
相关文章

/