惯容减振系统研究综述
Review of Research on Inertia Damping Systems
DOI: 10.12677/hjce.2026.157172, PDF,   
作者: 聂兴富：西京学院土木工程学院，陕西 西安
关键词: 惯容系统；振动控制；减振；Inertial System； Vibration Control； Damping
摘要: 随着各类建筑结构设计日益复杂，传统抗震设计理念的有效性逐渐下降，结构振动控制技术已成为提升建筑抗震性能的关键手段。近年来发展起来的一种新型振动控制方法——惯容减振技术，以“惯性器”为核心的新型结构控制元件，其力的传递依赖于两端之间的加速度相关性，围绕此类元件构建的惯性阻尼系统通过惯性器来抑制建筑振动。本文梳理了惯性阻尼技术的基本理论、相关装置的工作特性及其在减振方面的当前应用。与传统阻尼方案相比，惯性阻尼系统具有多项优势：首先，该系统可灵活调节整体惯性参数，并相应调整设备的固有频率；其次，可在几乎不改变建筑实际恒载的情况下优化惯性参数。第三，它们能有效提升匹配的耗能元件的能量耗散效率。
Abstract: With increasingly complex structural designs of various buildings, the effectiveness of conventional seismic design concepts has gradually declined, and structural vibration control technology has become a critical approach to improve the seismic resistance of buildings. As a newly developed vibration control method in recent years, inertial damping technology centers on the “inerter”, an innovative structural control component whose force transmission relies on the acceleration correlation between its two terminals, and the inertial damping system assembled around such components restrains building vibration via inerters. This paper sorts out the fundamental theories of inertial damping technology, operational characteristics of relevant devices and their current applications in vibration reduction. Compared with traditional damping solutions, inertial damping systems possess multiple merits: first, such systems can flexibly adjust overall inertial parameters and modify the inherent frequency of equipment accordingly; second, they optimize inertial parameters with barely any changes to the actual dead load of buildings; third, they effectively boost the energy dissipation efficiency of matched energy-consuming components.
文章引用：聂兴富. 惯容减振系统研究综述[J]. 土木工程, 2026, 15(7): 1-7. https://doi.org/10.12677/hjce.2026.157172

参考文献

[1] Symans, M.D., Charney, F.A., Whittaker, A.S., Constantinou, M.C., Kircher, C.A., Johnson, M.W., et al. (2008) Energy Dissipation Systems for Seismic Applications: Current Practice and Recent Developments. Journal of Structural Engineering, 134, 3-21. [Google Scholar] [CrossRef] 
[2] Saaed, T.E., Nikolakopoulos, G., Jonasson, J. and Hedlund, H. (2015) A State-of-the-Art Review of Structural Control Systems. Journal of Vibration and Control, 21, 919-937. [Google Scholar] [CrossRef] 
[3] Soong, T.T. and Spencer, B.F. (2002) Supplemental Energy Dissipation: State-of-the-Art and State-of-the-Practice. Engineering Structures, 24, 243-259. [Google Scholar] [CrossRef] 
[4] Matsushita, K. and Izumi, M. (1965) Some Analyses on Mechanisms to Decrease Seismic Force Applied to Buildings. The 3rd World Conference on Earthquake Engineering, Wellington, 22 January-1 February 1965, 348-359.
[5] 应雄, 王兆樑, 祁皑, 等. 叠层橡胶支座与抗风支座组合隔震反应分析[J]. 振动与冲击, 2014, 33(5): 149-154.
[6] Den Hartog, J.P. (1985) Mechanical Vibrations. Dover Publications.
[7] Yao, J.T.P. (1972) Concept of Structural Control. Journal of the Structural Division, 98, 1567-1574. [Google Scholar] [CrossRef] 
[8] Barzegar, V., Laflamme, S., Downey, A., Li, M. and Hu, C. (2020) Numerical Evaluation of a Novel Passive Variable Friction Damper for Vibration Mitigation. Engineering Structures, 220, Article ID: 110920. [Google Scholar] [CrossRef] 
[9] Ghotb, M.R. and Toopchi-Nezhad, H. (2019) A Feasibility Study on Pre-Compressed Partially Bonded Viscoelastic Dampers. Engineering Structures, 201, Article ID: 109796. [Google Scholar] [CrossRef] 
[10] Nie, J., Zhao, Z., Yuan, L., Duan, R., Shi, B. and Jin, L. (2020) An Energy Balance Active Disturbance Rejection Control for Improving Converter Stability While Maintaining Fast Dynamic Performance. IEEE Transactions on Power Electronics, 35, 11304-11309. [Google Scholar] [CrossRef] 
[11] Xu, Z.D., Yang, Y. and Miao, A. (2021) Dynamic Analysis and Parameter Optimization of Pipelines with Multidimensional Vibration Isolation and Mitigation Device. Journal of Pipeline Systems Engineering and Practice, 12, Article ID: 04020058. [Google Scholar] [CrossRef] 
[12] Li, J. and Zhu, S. (2021) Advanced Vibration Isolation Technique Using Versatile Electromagnetic Shunt Damper with Tunable Behavior. Engineering Structures, 242, Article ID: 112503. [Google Scholar] [CrossRef] 
[13] Wang, G., Liu, Y., Li, S., Tian, Y., Zhang, N. and Cui, G. (2021) New Integrated Vehicle Stability Control of Active Front Steering and Electronic Stability Control Considering Tire Force Reserve Capability. IEEE Transactions on Vehicular Technology, 70, 2181-2195. [Google Scholar] [CrossRef] 
[14] Qin, W., Ge, P., Liu, F. and Long, S. (2021) Adaptive Robust Control for Active Suspension Systems: Targeting Nonholonomic Reference Trajectory and Large Mismatched Uncertainty. Nonlinear Dynamics, 104, 3861-3880. [Google Scholar] [CrossRef] 
[15] Karami, K., Manie, S., Ghafouri, K. and Nagarajaiah, S. (2019) Nonlinear Structural Control Using Integrated DDA/ISMP and Semi-Active Tuned Mass Damper. Engineering Structures, 181, 589-604. [Google Scholar] [CrossRef] 
[16] Gutierrez Soto, M. and Adeli, H. (2019) Semi-Active Vibration Control of Smart Isolated Highway Bridge Structures Using Replicator Dynamics. Engineering Structures, 186, 536-552. [Google Scholar] [CrossRef] 
[17] Al-Fahdawi, O.A.S., Barroso, L.R. and Soares, R.W. (2019) Semi-Active Adaptive Control for Enhancing the Seismic Performance of Nonlinear Coupled Buildings with Smooth Hysteretic Behavior. Engineering Structures, 191, 536-548. [Google Scholar] [CrossRef] 
[18] dos Santos, M.B. and Coelho, H.T. (2019) Assessment of Semi-Active Friction Dampers in Auxiliary Mass Dampers’ Suspension. Engineering Structures, 186, 356-368. [Google Scholar] [CrossRef] 
[19] Malik, A. and Ravishankar, J. (2018) A Hybrid Control Approach for Regulating Frequency through Demand Response. Applied Energy, 210, 1347-1362. [Google Scholar] [CrossRef] 
[20] Wei, H.L., Gu, W. and Chu, J.X. (2019) The Dynamic Power Control Technology for the High Power Lithium Battery Hybrid Rubber-Tired Gantry (RTG) Crane. IEEE Transactions on Industrial Electronics, 66, 132-140. [Google Scholar] [CrossRef] 
[21] Nagatsu, Y., Katsura, S. and Hashimoto, H. (2021) Acceleration-Based Disturbance Observer for Hybrid Control of Redundant Systems. IEEE Transactions on Industrial Electronics, 68, 11188-11199. [Google Scholar] [CrossRef] 
[22] Kawamata, S. (1973) Development of a Vibration Control System of Structures by Means of Mass Pumps. Institute of Industrial Science, University of Tokyo.
[23] Newton, I. (1999) The Principia: Mathematical Principles of Natural Philosophy. University of California Press.
[24] Ikago, K., Saito, K. and Inoue, N. (2012) Seismic Control of Single-Degree-of-Freedom Structure Using Tuned Viscous Mass Damper. Earthquake Engineering & Structural Dynamics, 41, 453-474. [Google Scholar] [CrossRef] 
[25] Zhang, R.F., Zhao, Z.P., Pan, C., Ikago, K. and Xue, S. (2020) Damping Enhancement Principle of Inerter System. Structural Control and Health Monitoring, 27, e2523. [Google Scholar] [CrossRef] 
[26] Swift, S.J., Smith, M.C., Glover, A.R., Papageorgiou, C., Gartner, B. and Houghton, N.E. (2013) Design and Modelling of a Fluid Inerter. International Journal of Control, 86, 2035-2051. [Google Scholar] [CrossRef] 
[27] Smith, M.C. (2002) Synthesis of Mechanical Networks: The Inerter. IEEE Transactions on Automatic Control, 47, 1648-1662. [Google Scholar] [CrossRef] 
[28] Pietrosanti, D., De Angelis, M. and Giaralis, A. (2021) Experimental Seismic Performance Assessment and Numerical Modelling of Nonlinear Inerter Vibration Absorber (IVA)-Equipped Base Isolated Structures Tested on Shaking Table. Earthquake Engineering & Structural Dynamics, 50, 2732-2753. [Google Scholar] [CrossRef] 
[29] Pradono, M.H., Iemura, H., Igarashi, A. and Kalantari, A. (2008) Application of Angular-Mass Dampers to Base-Isolated Benchmark Building. Structural Control and Health Monitoring, 15, 737-745. [Google Scholar] [CrossRef] 
[30] Wang, F.C., Chen, C.W., Liao, M.K., et al. (2007) Performance Analyses of Building Suspension Control with Inerters. 2007 46th IEEE Conference on Decision and Control, New Orleans, 12-14 December 2007, 3786-3791. [Google Scholar] [CrossRef] 
[31] 姜鹏, 喻其炳, 李川, 等. 高架桥支座安装双端质量减振元件的轨道减振性能分析[J]. 铁道建筑, 2010(8): 18-21.
[32] 莊初立, 张永山. 极端地震下惯容器-弹簧-阻尼装置对隔震结构减震效果研究[J]. 振动与冲击, 2019, 38(12): 112-117.

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