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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

