Experimental verification of seismic vibration control using a semi-active friction tuned mass damper

被引:42
|
作者
Lin, Ging-Long [1 ]
Lin, Chi-Chang [1 ]
Lu, Lyan-Ywan [2 ]
Ho, Yu-Bo [1 ]
机构
[1] Natl Chung Hsing Univ, Dept Civil Engn, Taichung 40227, Taiwan
[2] Natl Kaohsiung First Univ Sci & Technol, Dept Construct Engn, Kaohsiung 824, Taiwan
来源
关键词
experimental study; seismic control; semi-active control; shaking table test; tuned mass damper (TMD); variable friction; ENERGY-DISSIPATION; BUILDING COMPLEX; OPTIMUM DESIGN; PROTECTION; SYSTEMS; PARAMETERS;
D O I
10.1002/eqe.1162
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A tuned mass damper (TMD) system consists of an added mass with properly functioning spring and damping elements for providing frequency-dependent damping in a primary structure. The advantage of a friction-type TMD, that is, a nonlinear TMD, is its energy dissipation via a friction mechanism. In contrast, the disadvantages of a passive friction TMD (PF-TMD) are its fixed and predetermined slip load and loss of tuning and energy dissipation capabilities when it is in a stick state. A semi-active friction TMD (SAF-TMD) is used to overcome these disadvantages. The SAF-TMD can adjust its slip force in response to structure motion. To verify its feasibility, a prototype SAF-TMD was fabricated and tested dynamically using a shaking table test. A nonsticking friction control law was used to keep the SAF-TMD activated and in a slip state in earthquakes at varying intensities. The shaking table test results demonstrated that: (i) the experimental results are consistent with the theoretical results; (ii) the SAF-TMD is more effective than the PF-TMD given a similar peak TMD stroke; and (iii) the SAF-TMD can also prevent a residual TMD stroke in a PF-TMD system. Copyright (C) 2011 John Wiley & Sons, Ltd.
引用
收藏
页码:813 / 830
页数:18
相关论文
共 50 条
  • [1] Vibration control of seismic structures using semi-active friction multiple tuned mass dampers
    Lin, Chi-Chang
    Lu, Lyan-Ywan
    Lin, Ging-Long
    Yang, Ting-Wei
    ENGINEERING STRUCTURES, 2010, 32 (10) : 3404 - 3417
  • [2] Semi-active tuned mass damper design for balcony vibration control
    Zhuang, W
    Leming, S
    Kuehn, J
    Zeng, H
    Stalford, H
    PROCEEDINGS OF THE 2000 AMERICAN CONTROL CONFERENCE, VOLS 1-6, 2000, : 3560 - 3564
  • [3] A semi-active shunted piezoelectric tuned mass damper for robust vibration control
    Chatziathanasiou, Grigorios M.
    Chrysochoidis, Nikolaos A.
    Saravanos, Dimitris A.
    JOURNAL OF VIBRATION AND CONTROL, 2022, 28 (21-22) : 2969 - 2983
  • [4] An innovative semi-active pendulum tuned mass damper and its application in vibration control
    Sadatieh, Maryam Sadat Maddah
    Ghorbani-Tanha, Amir K.
    JOURNAL OF VIBRATION AND CONTROL, 2023, 29 (7-8) : 1820 - 1832
  • [5] SEISMIC RESPONSE CONTROL OF RETICULATED SHELL BY USING SEMI-ACTIVE FRICTION DAMPER
    Chen, Bo
    Lu, Kaikai
    Li, Pengyun
    Song, Chunfang
    PROCEEDINGS OF THE TWELFTH INTERNATIONAL SYMPOSIUM ON STRUCTURAL ENGINEERING, VOLS I AND II, 2012, : 1208 - 1215
  • [6] A Comparison between a New Semi-Active Tuned Mass Damper and an Active Tuned Mass Damper
    Owji, H. R.
    Shirazi, A. Hossain Nezhad
    Sarvestani, H. Hooshmand
    PROCEEDINGS OF THE TWELFTH EAST ASIA-PACIFIC CONFERENCE ON STRUCTURAL ENGINEERING AND CONSTRUCTION (EASEC12), 2011, 14
  • [7] Seismic structural control using semi-active tuned mass dampers
    杨润林
    周锡元
    刘锡荟
    EarthquakeEngineeringandEngineeringVibration, 2002, 1 (01) : 111 - 118
  • [8] Seismic structural control using semi-active tuned mass dampers
    Yang R.
    Zhou X.
    Liu X.
    Earthquake Engineering and Engineering Vibration, 2002, 1 (01) : 111 - 118
  • [9] Floor vibration control using semi-active tuned mass dampers
    Setareh, M
    CANADIAN JOURNAL OF CIVIL ENGINEERING, 2002, 29 (01) : 76 - 84
  • [10] Comparison of semi-active and passive tuned mass damper systems for vibration control of a wind turbine
    Lalonde, Eric R.
    Dai, Kaoshan
    Bitsuamlak, Girma
    Lu, Wensheng
    Zhao, Zhi
    WIND AND STRUCTURES, 2020, 30 (06) : 663 - 678