Page 242 - 《振动工程学报》2026年第5期
P. 242

1446                               振     动     工     程     学     报                     第 39 卷

                  Probabilistic Engineering Mechanics,2014,38:156-164.  [14]  PENG S J,ZHANG L Z,ZHANG D G. A unified method
              [9]  MARIAN L,GIARALIS A. The tuned mass-damper-inerter  for parameter optimization and dynamic characteristics analy-
                  for  harmonic  vibrations  suppression, attached  mass  reduc-  sis of tuned mass damper inerter[J]. Journal of Vibration and
                  tion, and  energy  harvesting[J].  Smart  Structures  and  Control,2024,30(3-4):648-658.
                  Systems,2017,19(6):665-678.                   [15]  DEN  HARTOG  J  P.  Mechanical  Vibrations[M].  New  York:
              [10]  ASAMI  T, NISHIHARA  O, BAZ  A  M.  Analytical  solu-
                                                                    Dover Publications,1985:1-75.
                  tions to H ∞  and H 2  optimization of dynamic vibration absorbers
                                                                [16]  张瑞甫,曹嫣如,潘超. 惯容减震(振)系统及其研究进展
                  attached to damped linear systems[J]. Journal of Vibration and
                                                                    [J]. 工程力学,2019,36(10):8-27.
                  Acoustics,2002,124(2):284-295.
                                                                    ZHANG Ruifu,CAO Yanru,PAN Chao. Inerter system and
              [11]  SU  N, XIA  Y, PENG  S  T.  Filter-based  inerter  location
                                                                    its  state-of-the-art[J].  Engineering  Mechanics, 2019,
                  dependence analysis approach of Tuned mass damper inerter
                                                                    36(10):8-27.
                  (TMDI) and optimal design[J]. Engineering Structures,2022,
                                                                [17]  曹张. 大跨人行桥-TMD  系统的动力参数识别与振动舒适性
                  250:113459.
                                                                    研究  [D]. 长沙:湖南大学,2021.
              [12]  PIETROSANTI D,DE ANGELIS M,BASILI M. Optimal
                                                                    CAO  Zhang.  Dynamic  parameter  identification  and  service-
                  design  and  performance  evaluation  of  systems  with  Tuned
                                                                    ability  assessment  for  the  long-span  footbridges  with  tuned
                  Mass Damper Inerter (TMDI)[J]. Earthquake Engineering &
                                                                    mass dam[D]. Changsha:Hunan University,2021.
                  Structural Dynamics,2017,46(8):1367-1388.
              [13]  乔浩帅,黄鹏. 基于一阶模态控制的惯质吸振器抗风设计
                  [J]. 振动与冲击,2023,42(15):65-72.                 第一作者:孙镜茹(2000—),女,硕士研究生。
                  QIAO  Haoshuai, HUANG  Peng.  Wind  resistant  design  of  E-mail:sunjingru@sjtu.edu.cn
                  structure  using  IVAs  based  on  first  order  modal  control[J].  通信作者:温斌荣(1993—),男,博士,副教授。
                  Journal of Vibration and Shock,2023,42(15):65-72.     E-mail:wenbinrong@sjtu.edu.cn
   237   238   239   240   241   242   243   244   245   246   247