Judging Criterion of Controlled Structures with Closely Spaced Natural Frequencies

被引:0
|
作者
Xie Faxiang [1 ]
Sun Limin [1 ]
机构
[1] Tongji Univ, State Key Lab Disaster Reduct Civil Engn, Shanghai 200092, Peoples R China
来源
关键词
closely-spaced natural frequencies; controlled structure; judging criterion; perturbation method; VIBRATION CONTROL;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The structures with closely spaced natural frequencies widely exist in civil engineering; however, the judging criterion of the density of closely spaced frequencies is in dispute. This paper suggests a judging criterion for structures with closely spaced natural frequencies based on the analysis on a controlled 2-DOF structure. The analysis results indicate that the optimal control gain of the structure with velocity feedback is dependent on the frequency density parameter of structure and the maximum attainable additional modal damping ratio is 1.72 times of the frequency density parameter when state feedback is applied. Based on a brief review on the previous researches, a judging criterion related the minimum frequency density parameter and the required mode damping ratio was proposed.
引用
收藏
页码:360 / 365
页数:6
相关论文
共 50 条
  • [1] TUNED MASS DAMPERS FOR STRUCTURES WITH CLOSELY SPACED NATURAL FREQUENCIES
    ABE, M
    IGUSA, T
    EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 1995, 24 (02): : 247 - 261
  • [2] Tuned mass dampers for structures with closely spaced natural frequencies
    Abe, M.
    Igusa, T.
    Earthquake Engineering and Structural Dynamics, 1995, 24 (02): : 247 - 261
  • [3] On Controllability of Structures with Closely Spaced Natural Frequencies Based on Perturbation Analysis
    Xie Faxiang
    Sun Limin
    ISCM II AND EPMESC XII, PTS 1 AND 2, 2010, 1233 : 753 - 758
  • [4] NONSTATIONARY RESPONSE OF STRUCTURES WITH CLOSELY SPACED FREQUENCIES
    XU, KM
    IGUSA, TR
    JOURNAL OF ENGINEERING MECHANICS-ASCE, 1992, 118 (07): : 1387 - 1405
  • [5] A constrained optimal Rayleigh damping coefficients for structures with closely spaced natural frequencies in seismic analysis
    Pan, D. G.
    Chen, G. D.
    Gao, L. L.
    ADVANCES IN STRUCTURAL ENGINEERING, 2017, 20 (01) : 81 - 95
  • [6] Active control of a structure with continuously closely spaced natural frequencies
    Sun, H. L.
    Zhang, P. Q.
    Chen, H. B.
    Zhang, K.
    JOURNAL OF SOUND AND VIBRATION, 2006, 294 (1-2) : 15 - 22
  • [7] Vibration control of structures with closely spaced frequencies by a single actuator
    Abe, M
    JOURNAL OF VIBRATION AND ACOUSTICS-TRANSACTIONS OF THE ASME, 1998, 120 (01): : 117 - 124
  • [8] VIBRATION SUPPRESSION OF AN ELASTICALLY SUPPORTED BEAM WITH CLOSELY SPACED NATURAL FREQUENCIES
    Liu, Haizhou
    Gao, Hao
    PROCEEDINGS OF THE ASME 2020 INTERNATIONAL MECHANICAL ENGINEERING CONGRESS AND EXPOSITION, IMECE2020, VOL 7A, 2020,
  • [9] GALLOPING OF STRUCTURE WITH TWO CLOSELY-SPACED NATURAL FREQUENCIES.
    Pheinsusom, Phoonsak
    Fujino, Yozo
    Doboku Gakkai Rombun-Hokokushu/Proceedings of the Japan Society of Civil Engineers, 1988, 9 (04): : 215 - 225
  • [10] Identification of modal damping ratios of structures with closely spaced modal frequencies
    Chen, J
    Xu, YL
    STRUCTURAL ENGINEERING AND MECHANICS, 2002, 14 (04) : 417 - 434