Distributed Tuned Mass Dampers for Multi-Mode Control of Benchmark Building under Seismic Excitations

被引：69
作者：
Elias, Said [1 ]
Matsagar, Vasant [1 ]
Datta, T. K. [1 ]
机构：
[1] IIT Delhi, Dept Civil Engn, Hauz Khas, New Delhi 110016, India
来源：
JOURNAL OF EARTHQUAKE ENGINEERING | 2019年 / 23卷 / 07期
关键词：
Benchmark Building; d-MTMDs; Modal Frequency; Shape; TMDs; Seismic; Single Tuned Mass Damper; STRUCTURAL CONTROL-PROBLEM; VIBRATION CONTROL; PHASE-II; PART I; SAMPLE CONTROLLERS; OPTIMAL PLACEMENT; RESPONSE CONTROL; ACTIVE CONTROL; PERFORMANCE; DESIGN;
D O I：
10.1080/13632469.2017.1351407
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The effectiveness of the multi-mode control of seismically excited building installed with distributed multiple tuned mass dampers (d-MTMDs) is investigated by comparing dynamic response with the other controllers, such as passive friction dampers, semi-active dampers, single tuned mass damper (STMD), and multiple tuned mass dampers (MTMDs-all.top), both installed at the top of the building, and arbitrarily distributed MTMDs (ad-MTMDs). It is concluded that the d-MTMDs exhibit improved performance as compared with the STMD, MTMDs-all.top, and ad-MTMDs. The d-MTMDs are also convenient to install owing to the reduced space requirements, being placed at various floors.
引用
收藏
页码：1137 / 1172
页数：36
相关论文
共 75 条
  • [51] OPTIMUM MULTIPLE TUNED MASS DAMPERS FOR THE WIND EXCITED BENCHMARK BUILDING
    Patil, Veeranagouda B.
    Jangid, Radhey Shyam
    [J]. JOURNAL OF CIVIL ENGINEERING AND MANAGEMENT, 2011, 17 (04) : 540 - 557
  • [52] Seismic analysis of benchmark building installed with friction dampers
    Raut, Bhiva R.
    Jangid, R.S.
    [J]. IES Journal Part A: Civil and Structural Engineering, 2014, 7 (01) : 20 - 37
  • [53] Raut BR., 2015, ASIAN J CIVIL ENG, V16, P417
  • [54] Extended Kalman filter for modal identification of structures equipped with a pendulum tuned mass damper
    Roffel, A. J.
    Narasimhan, S.
    [J]. JOURNAL OF SOUND AND VIBRATION, 2014, 333 (23) : 6038 - 6056
  • [55] Performance of Pendulum Tuned Mass Dampers in Reducing the Responses of Flexible Structures
    Roffel, A. J.
    Narasimhan, S.
    Haskett, T.
    [J]. JOURNAL OF STRUCTURAL ENGINEERING, 2013, 139 (12)
  • [56] Adaptive Compensation for Detuning in Pendulum Tuned Mass Dampers
    Roffel, A. J.
    Lourenco, R.
    Narasimhan, S.
    Yarusevych, S.
    [J]. JOURNAL OF STRUCTURAL ENGINEERING, 2011, 137 (02) : 242 - 251
  • [57] Sadek F, 1997, EARTHQUAKE ENG STRUC, V26, P617, DOI 10.1002/(SICI)1096-9845(199706)26:6<617::AID-EQE664>3.0.CO
  • [58] 2-Z
  • [59] Soong T.T., 1997, Passive Energy Dissipation Systems in Structural Engineering
  • [60] Spencer B.F., 1999, Proceedings of the Second World Conference on Structural Control, V2, P1351
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