Page 207 - 《振动工程学报》2026年第2期

第 2 期 孙洪鑫，等：单驱动型双转子作动器对桥梁风致涡振的主动控制研究 523

structures[J]. Developments in the Built Environment， tuning algorithm for a sliding mode controller of buildings
2022，12：100094. with ATMD[J]. Mechanical Systems and Signal Processing，
[5] AIZAWA S，FUKAO Y，MINEWAKI S，et al. An experi- 2021，154：107539.
mental study on the active mass damper[C]// Proceedings of [16] ZHOU K， ZHANG J W， LI Q S. Control performance of
Ninth World Conference on Earthquake Engineering. Tokyo， active tuned mass damper for mitigating wind-induced vibra-
Japan，1988：871-876. tions of a 600-m-tall skyscraper[J]. Journal of Building Engi-
[6] SOONG T T，GRIGORIU M. Random vibration of mechani- neering，2022，45：103646.
cal and structural systems[J]. NASA STI/Recon Technical [17] CHANG S. Active mass damper for reducing wind and earth-
Report A，1993，93：14690. quake vibrations of a long-period bridge[J]. Actuators，
[7] TU J W，LIN X F，TU B，et al. Simulation and experimen- 2020，9（3）：66.
tal tests on active mass damper control system based on model [18] BATTISTA R C，PFEIL M S. Reduction of vortex-induced
reference adaptive control algorithm[J]. Journal of Sound and oscillations of Rio-Niterói bridge by dynamic control
Vibration，2014，333（20）：4826-4842. devices[J]. Journal of Wind Engineering and Industrial Aero-
[8] 田石柱，刘季. 结构模型的 AMD 主动控制试验 [J]. 地震工 dynamics，2000，84（3）：273-288.
程与工程振动，1999，19（4）：90-94. [19] KAGAYA H， TAMAKI T， NISHI Y， et al. Vibration
TIAN Shizhu，LIU Ji. Active structural control of model with control of bridge tower under construction using active mass
active mass damper[J]. Earthquake Engineering and Engineer- damper[J]. Transactions of the Society of Instrument and
ing Vibration，1999，19（4）：90-94. Control Engineers，2011，47（5）：247-252.
[9] 张春巍，欧进萍. 结构振动的电磁驱动 AMD 系统控制策略 [20] TANIDA K. Progress in the application of active vibration
与试验 [J]. 噪声与振动控制，2006，26（5）：9-13. control technologies to long-span bridges in Japan[J]. Progress
ZHANG Chunwei，OU Jinping. Control strategies and experi- in Structural Engineering and Materials，2002，4（4）：363-
ments of the electromagnetic mass damper control system for 371.
structural vibration[J]. Noise and Vibration Control， 2006， [21] TANIDA K，KOIKE Y，MUTAGUCHI M，et al. Develop-
26（5）：9-13. ment of hybrid-type mass damper combining active-type with
[10] 张春巍，欧进萍. 结构 AMD 系统的控制力特性 [J]. 振动工 passive-type[J]. Transactions of the Japan Society of Mechani-
程学报，2010，23（1）：1-6. cal Engineers Series C，1991，57（534）：485-490.
ZHANG Chunwei，OU Jinping. Control force characteristics [22] ZHANG Y，LI L Y，CHENG B W，et al. An active mass
of structural AMD systems[J]. Journal of Vibration Engineer- damper using rotating actuator for structural vibration
ing，2010，23（1）：1-6. control[J]. Advances in Mechanical Engineering， 2016，
[11] YAO H C，TAN P，ZHOU H M，et al. A composite control 8（7）：1-9.
scheme for electromagnetic active mass damper against [23] BÄUMER R，STAROSSEK U. Active vibration control of an
control-structure-interaction effects[J]. Engineering Struc- oscillator with two translational degrees of freedom using
tures，2023，281：115638. centrifugal forces created by two eccentrically rotating
[12] YAO H C，TAN P，LIU Y H，et al. Improved three-vari- masses[J]. International Journal of Dynamics and Control，
able control for electromagnetic mass damper system consider- 2018，6（1）：284-299.
ing control-structure interaction[J]. International Journal of [24] TERRILL R，BÄUMER R，VAN NIMMEN K，et al. Twin
Structural Stability and Dynamics，2023，23（19）：2350190. rotor damper for human-induced vibrations of footbridges[J].
[13] CHEN C J，LI Z H，TENG J，et al. A variable gain state- Journal of Structural Engineering，2020，146（7）：04020119.
feedback technique for an AMD control system with stroke [25] 中华人民共和国交通运输部. 公路桥梁抗风设计规范：
limit and its application to a high-rise building[J]. The Struc- JTG/T D60-01—2004[S]. 北京：人民交通出版社，2004.
tural Design of Tall and Special Buildings， 2021， 30（ 1） ： Ministry of Transport of the People’s Republic of China.
e1816. Wind-resistent design specification for highway bridges：
[14] RAMÍREZ-NERIA M， MORALES-VALDEZ J， YU W. JTG/T D60-01 —2004[S]. Beijing： China Communication
Active vibration control of building structure using active Press，2004.
disturbance rejection control[J]. Journal of Vibration and
Control，2022，28（17-18）：2171-2186. 通信作者：孙洪鑫（1980—），男，博士，教授。
[15] CONCHA A，THENOZHI S，BETANCOURT R J，et al. A E-mail：cehxsun@hnust.edu.cn