新型非对称惯容NES减震控制性能研究

刘志彬1,2,3,4,谭平1,2,3,4,王菁菁1,陈洋洋2,3,4

振动与冲击 ›› 2023, Vol. 42 ›› Issue (2) : 116-125.

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振动与冲击 ›› 2023, Vol. 42 ›› Issue (2) : 116-125.
论文

新型非对称惯容NES减震控制性能研究

  • 刘志彬1,2,3,4,谭平1,2,3,4,王菁菁1,陈洋洋2,3,4
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Performance analysis of a novel asymmetric inerter NES for seismic response mitigation

  • LIU Zhibin1,2, 3,4,TAN Ping1,2,3,4,WANG Jingjing1,CHEN Yangyang2,3,4
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摘要

为提高控制装置的减震性能及减小附加阻尼器的质量,基于非对称非线性能量阱(nonlinear energy sink ,NES)提出一种附加惯容器的新型控制装置——非对称惯容NES。根据非对称 惯容NES系统的工作原理推导出运动方程;在脉冲型荷载作用下进行控制参数数值优化,分析非对称惯容NES的能量鲁棒性和频率鲁棒性。分析地震作用下结构与控制装置响应,研究主体结构刚度变化前后的控制性能。应用数值小波变换对体系的地震响应时程进行功率谱分析,从能量的角度研究控制装置的减振机理。研究结果表明,非对称惯容NES具有极强的能量鲁棒性和频率鲁棒性,在地震作用过程中能有效减小顶层加速度峰值且所需行程更小,能在更广频域内与主体结构发生共振,因而其减震效率更高。非对称惯容NES减震控制性能与已有的非对称NES相当甚至更优,并能够减小40%阻尼器质量,在实际应用中具有更广阔的前景。

Abstract

This paper proposes a novel asymmetric inerter nonlinear energy sink(NES), which is composed of an asymmetric NES and an inerter element, to reduce the mass of dampers and improve the seismic mitigation performance of NES. The working principle of asymmetric inerter NES was presented, and the equations of motion of asymmetric inerter NES-attached system are derived. Asymmetric inerter NES is optimized under impulsive excitations to analyze the energy and frequency robustness of the proposed asymmetric inerter NES. Control performance and wavelet spectrum analysis of Asymmetric inerter NES under the action of earthquakes. Numerical results show that the proposed asymmetric inerter NES is as effective as asymmetric NES in response mitigation under seismic excitations and exhibits strong robustness against changes in both the energy level and the structural frequency but asymmetric inerter NES is preferred with a much smaller stroke demand and reduces the mass of dampers. Therefore, Asymmetric inerter NES demonstrates great potential as an effective control strategy for seismic response mitigation of building structures.

关键词

非对称NES / 惯容器 / 能量鲁棒性 / 频率鲁棒性 / 小波分析

Key words

asymmetric nonlinear energy sink / inerter / energy robustness / frequency robustness / wavelet analysis

引用本文

导出引用
刘志彬1,2,3,4,谭平1,2,3,4,王菁菁1,陈洋洋2,3,4. 新型非对称惯容NES减震控制性能研究[J]. 振动与冲击, 2023, 42(2): 116-125
LIU Zhibin1,2, 3,4,TAN Ping1,2,3,4,WANG Jingjing1,CHEN Yangyang2,3,4. Performance analysis of a novel asymmetric inerter NES for seismic response mitigation[J]. Journal of Vibration and Shock, 2023, 42(2): 116-125

参考文献

[1] Housner G W , Bergman L A , Caughey T K , et al. Structural Control: Past, Present, and Future[J]. Journal of Engineering Mechanics, 1997, 123(9):897-971.
[2] 刘中坡,吕西林,鲁正等.轨道型非线性能量阱振动控制的振动台试验研究[J].建筑结构学报,2016,37(11):1-9.
Liu Zhongpo, Lu Xilin, Lu Zheng, et al. Experimental inerstigation on vibration control effect of track nonlinear energy sink [J]. Journal of Building Structures, 2016, 37(11): 1―9. (in Chinese)
[3] Wang J , Wang B , Liu Z , et al. Experimental and numerical studies of a novel asymmetric nonlinear mass damper for seismic response mitigation[J]. Structural Control and Health Monitoring, 2020(1).
[4] Wang J , Wang B , Liu Z , et al. Seismic response mitigation of building structures with a novel vibro-impact dual-mass damper[J]. Engineering Structures, 2020, 215:110673.
[5] 王菁菁,刘志彬,浩文明.非线性-线性联合结构控制方法减震性能研究[J].振动与冲击,2019,38(12):32-38.
WANG Jingjing,LIU Zhibi,HAO Wenming. Innovative nonlinear-linear structural control methods for seismic response reduction[J].Journal of Vibration and Shock, 2019,38( 12) : 32-38.
[6] 刘良坤,谭平,闫维明等.一种NES与TMD的混合控制方案研究[J].工程力学,2017,34(09):64-72+82.
LIU Liangkun, TAN Ping , YAN Weiming , et al. Analysis of a hybrid scheme comprised of nonlinear energy sink and tuned mass damper[J]. Engineering Mechanics,2017,34(09):64-72+82.(in Chinese)
[7] Ikago K,Inoue N.. Seismic control of buildings using apparent mass dampers with rotational amplifying mechanisms: A review of the state of the art [C]//13th World Conference on Seismic Isolation,Energy Dissipation and Active Vibration Control of Structures-Commemorating, JSSI 20th Anniversary,Sendai,Japan,2013.
[8] Smith M C. Synthesis of mechanical networks: the inerter [J]. IEEE Transactions on Automatic Control, 2002, 47(10): 1648―1662.
[9] 张瑞甫,曹嫣如,潘超.惯容减震(振)系统及其研究进展[J].工程力学,2019,36(10):8-27.
ZHANG Ruifu, CAO Yanru, PAN Chao. Inerter system and its state-of-the-art[J]. Engineering Mechanics, 2019,36(10):8-27.(in Chinese)
[10] Ikago K, Saito K, Inoue N. Seismic control of single-degree-of-freedom structure using tuned viscous mass damper [J]. Earthquake Engineering & Structural Dynamics, 2012, 41(3): 453―474.
[11] Saito K, Sugimura Y, Nakaminami S, et al. Vibration tests of 1-story response control system using inertial mass and optimized softy spring and viscous element [C]//The 14th World Conference on Earthquake Engineering, Beijing, China, 2008.
[12] Arai T, Aburakawa T, Ikago K, et al. Verification on effectiveness of a tuned viscous mass damper and its applicability to non-linear structural systems [J]. Journal of Structural & Construction Engineering, 2009, 645(74): 1993―2002.
[13] Marian L, Giaralis A. Optimal design of inverter devices combined with TMDs for vibration control of buildings exposed to sto- chastic seismic excitations [C]//Safety, Reliability, Risk and Life-Cycle Performance of Structures and Infrastructures-Proceedings of the 11th International Conference on Structural Safety and Reliability, New York, USA, 2013: 1025―1032.
[14] Marian L, Giaralis A. Optimal design of a novel tuned mass-damper–inerter (TMDI) passive vibration control configuration for stochastically support-excited structural systems [J]. Probabilistic Engineering Mechanics, 2014, 38(SI): 156―164.
[15] Marian L, Giaralis A. The tuned mass-damper-inerter for harmonic vibrations suppression, attached mass reduction, and energy harvesting [J]. Smart Structures and Systems, 2017, 19(6): 665―678.
[16] Ruiz R O, Giaralis A, Taflanidis A, et al. Risk-informed optimization of the tuned mass-damper-inerter (TMDI) for seismic protection of buildings in Chile [C]. The 16th World Conference on Earthquake Engineering, Santiago, Chile, 2017.
[17] 张瑞甫. 储液罐地震响应控制研究[R]. 上海: 同济大学, 2014.
Zhang Ruifu. Research on seismic response analysis of base-isolated vertical tank [R]. Shanghai: Tongji University, 2014. (in Chinese)
[18] 李壮壮,申永军,杨绍普等.基于惯容-弹簧-阻尼的结构减振研究[J].振动工程学报,2018,31(06):1061-1067.
LI Zhuangzhuang,SHEN Yongjun,YANG Shaopu, et al. Study on vibration mitigation based on inerter-spring-damping structure[J]. Journal of Vibration Engineering, 2018, 31( 6) :1061 - 1067.(in Chinese)
[19] 赵志鹏, 张瑞甫, 潘超. 一种用于结构减震的金属屈服型惯容系统[C]. 第十届全国地震工程学术会议, 上 海, 2018.
Zhao Zhipeng, Zhang ruifu, Pan Chao. An inerter system with metallic yielding element for vibration mitigation [C]//10th CNCEE, Shanghai, China, 2018. (in Chinese)
[20] 刘志彬. 线性-非线性联合结构控制减振技术研究[D].湖南工业大学,2019.
LIU Zhibin .Study on vibration control technology of linear and nonlinear joint structure control[D]. Hunan University of Technology ,2019.(in Chinese)

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