Page 115 - 《振动工程学报》2026年第3期
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第 3 期                       潘 超,等: 惯容减震系统的速度最小化设计原理                                        715

                   PEI Xingzhu, QIU Jixiang, FU Tiantian, et al. Optimi⁃  modal  response  control  of  structures  using  inerter  sys⁃
                   zation  design  method  for  tuned  viscous  mass  dampers   tems  based  on  master  oscillator  principle[J].  Interna⁃
                   based on the energy balance principle[J]. Journal of Vi⁃  tional  Journal  of  Mechanical  Sciences,  2021,  206:
                   bration and Shock, 2017, 36(19): 29-35.           106636.
             [13] 刘良坤, 谭平, 闫维明, 等 . 一种新型惯容减震器的设                 [19] ZHANG H L, YE Z M, CHEN X, et al. Seismic re⁃
                   计 及 减 震 效 果 研 究[J]. 振 动 与 冲 击 , 2018, 37(15):     sponse mitigation of girder displacement of cable-stayed
                   156-163.                                          bridge using inerter systems[J]. Structures, 2022, 39:
                   LIU Liangkun, TAN Ping, YAN Weiming, et al. De⁃   928-944.
                   sign of a novel inerter damper and its aseismic effect un⁃  [20] 周方圆, 吕云辉, 张瑞甫, 等 . 基于位移和加速度响应
                   der  earthquake[J].  Journal  of  Vibration  and  Shock,   双控与耗能增效的惯容减震结构参数设计方法[J]. 建
                   2018, 37(15): 156-163.                            筑结构学报, 2024, 45(1): 85-96.
             [14] PAN C, ZHANG R F, LUO H, et al. Demand-based       ZHOU  Fangyuan,  LYU  Yunhui,  ZHANG  Ruifu,  et
                   optimal  design  of  oscillator  with  parallel-layout  viscous   al.  Design  method  of  structure  using  inerter  system
                   inerter damper[J]. Structural Control and Health Moni⁃  based  on  dual  control  of  displacement  and  acceleration
                   toring, 2018, 25(1): e2051.                       and  damping  enhancement[J].  Journal  of  Building
             [15] PAN C, ZHANG R F. Design of structure with inerter   Structures, 2024, 45(1): 85-96.
                   system based on stochastic response mitigation ratio[J].   [21] ELIAS S, DJEROUNI S. Optimum tuned mass damp⁃
                   Structural  Control  and  Health  Monitoring,  2018,  25  er  inerter  under  near-fault  pulse-like  ground  motions  of
                  (6): e2169.                                        buildings including soil-structure interaction[J]. Journal
             [16] 潘超, 张瑞甫, 王超, 等 . 单自由度混联Ⅱ型惯容减震                      of Building Engineering, 2024, 85: 108674.
                   体 系 的 随 机 地 震 响 应 与 参 数 设 计[J].  工 程 力 学 ,   [22] 潘超, 张力, 张瑞甫, 等 . 减震装置的移位原理及其在
                   2019, 36(1): 129-137.                             黏滞阻尼减震结构设计中的应用[J]. 建筑结构学报,
                   PAN Chao, ZHANG Ruifu, WANG Chao, et al. Sto⁃     2022, 43(2): 21-28.
                   chastic seismic response and design of structural system   PAN Chao, ZHANG Li, ZHANG Ruifu, et al. Damp⁃
                   with  series-parallel-Ⅱ  inerter  system[J].  Engineering   er shift principle and its application in design of viscous⁃
                   Mechanics, 2019, 36(1): 129-137.
                                                                     ly  damped  structures[J].  Journal  of  Building  Struc⁃
             [17] 叶昆, 舒率 . 基于性能需求的基础隔震结构附加调谐                         tures, 2022, 43(2): 21-28.
                   惯容阻尼器的优化设计研究[J]. 动力学与控制学报,
                                                                [23] 日本隔震结构协会 . 被动减震结构设计施工手册[M].
                   2020, 18(5): 57-62.
                                                                     蒋通,译 . 北京:中国建筑工业出版社,2008.
                   YE  Kun,  SHU  Shuai.  Optimal  design  of  base-isolated
                   structure with supplemental tuned inerter damper based   第一作者: 潘 超(1985―),男,博士,副教授。
                   on  performance  requirement[J].  Journal  of  Dynamics   E-mail: panchao@ytu.edu.cn
                   and Control, 2020, 18(5): 57-62.             通信作者: 张瑞甫(1980―),男,博士,副教授。
             [18] ZHANG R F, ZHANG L Q, PAN C, et al. Targeted           E-mail: zhangruifu@tongji.edu.cn
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