410
Views
43
CrossRef citations to date
0
Altmetric
Original Articles

Optimum Multiple Tuned Mass Dampers for the Wind Excited Benchmark Building

Optimalūs Masės Slopintuvai Vėjo Veikiamuose Aukštybiniuose Pastatuose

&
Pages 540-557 | Received 24 Jun 2010, Accepted 07 Dec 2010, Published online: 21 Dec 2011

References

  • Ayorinde , E. O. ; Warburton , G. B. . 1980 . Minimizing structural vibrations with absorbers , Earthquake Engineering & Structural Dynamics 8 3 : 219 – 236 . doi: 10.1002/eqe.4290080303
  • Housner , G. W. ; Bergman , L. A. ; Caughey , T. K. ; Chassiakos , A. G. ; Claus , R. O. ; Masri , S. F. ; Skelton , R. E. ; Soong , T. T. ; Spencer , B. F. ; Yao , J. T. P. 1997 . Structural control: Past, Present and Future , Journal of Engineering Mechanics ASCE 123 9 : 897 – 971 . doi: 0.1061/(ASCE)0733-9399(1997)123:9(897)
  • Iwanami , K. ; Seto , K. 1984 . Optimum design of dual tuned mass dampers and their effectiveness , in Proc. of the Japan Society of Mechanical Engineering 50 : 44 – 52 .
  • Jangid , R. S. 1999 . Optimum multiple tuned mass dampers for base excited undamped system , Earthquake Engineering & Structural Dynamics 28 9 : 1041 – 1049 . doi: 10.1002/(SICI)1096-9845(199909)28:9<1041::AIDEQE853>3.0.CO;2-E
  • Kareem , A. ; Kline , S. 1995 . Performance of multiple mass dampers under random loading , Journal of Structural Engineering ASCE 121 2 : 348 – 361 . doi: 10.1061/(ASCE)0733-9445(1995)121:2(348)
  • Kim , H. and Adeli , H. 2005 . Wind-induced motion control of 76-storey benchmark building using the hybrid damper TLCD system . Journal of Structural Engineering ASCE , 131 ( 12 ) : 1794 – 1802 .
  • Lewandowski , R. ; Grzymislawska , J. 2009 . Analysis of structures with multiple tuned mass dampers , Journal of Civil Engineering and Management 15 1 : 77 – 86 . doi: 10.3846/1392-3730.2009.15.77-86
  • Li , C. 2000 . Performance of multiple tuned mass dampers for attenuating undesirable oscillations of structures under the ground acceleration , Earthquake Engineering & Structural Dynamics 29 9 : 1405 – 1421 . doi: 10.1002/1096-9845 (200009)29:9<1405::AID-EQE976>3.0.CO;2-4
  • Lu , L.-Y. 2004 . Predictive control of seismic structures with semi-active friction dampers , Earthquake Engineering & Structural Dynamics 33 5 : 647 – 668 . doi: 10.1002/eqe.371
  • Matsagar , V. A. and Jangid , R. S. 2005 . Visco-elastic damper connected adjacent structures involving seismic isolation . Journal of Civil Engineering and Management , 11 ( 4 ) : 309 – 322 .
  • Min , K.-W. ; Kim , H.-S. ; Lee , S.-H. ; Kim , H. ; Ahn , S. K. 2005 . Performance evaluation of tuned liquid column dampers for response control of a 76-storey benchmark building , Engineering Structures 27 7 : 1101 – 1112 . doi: 10.1016/j.engstruct.2005.02.008
  • Samali , B. ; Kwok , K. C. S. ; Wood , G. S. ; Yang , J. N. 2004a . Wind tunnel tests for wind-excited benchmark building , Journal of Engineering Mechanics ASCE 130 4 : 447 – 450 . doi: 10.1061/(ASCE)0733-9399(2004)130:4(447)
  • Samali , B. ; Mayol , E. ; Kwock , K. C. S. ; Mack , A. ; Hitchcock , P. 2004b . Vibration Control of the Wind-Excited 76-Storey Benchmark Building by Liquid Column Vibration Absorber , Journal of Engineering Mechanics ASCE 130 4 : 478 – 485 . 10.1061/(ASCE)0733-9399(2004)130:4(478)
  • Smart Stuctures Technology Laboratory (SSTL) . 2002 . Structural control: Benchmark comparisons . [accessed 14 May 2010] Available from Internet: <http://www.nd.edu/~quake/benh.html> .
  • Soong , T. T. ; Dargush , G. F. 1997 . Passive energy dissipation systems in structural engineering . John Wiley & Sons , Chichester . 368 p.
  • Varadarajan , N. ; Nagarajaiah , S. 2004 . Wind response control of building with variable stiffness tuned mass damper using empirical mode decomposition/Hilbert transform , Journal of Engineering Mechanics ASCE 130 4 : 451 – 458 . doi: 10.1061/(ASCE)0733-9399(2004)130:4(451)
  • Xu , K. ; Igusa , T. 1992 . Dynamic characteristics of multiple substructures with closely spaced frequencies , Earthquake Engineering & Structural Dynamics 21 12 : 1059 – 1070 . doi: 10.1002/eqe.4290211203
  • Yamaguchi , H. ; Harnpornachai , N. 1993 . Fundamental characteristics of multiple tuned mass dampers for suppressing harmonically forced oscillations , Earthquake Engineering & Structural Dynamics 22 1 : 51 – 62 . doi: 10.1002/eqe.4290220105
  • Yang , J. N. ; Agrawal , A. K. ; Samali , B. ; Wu , J.-C. 2004 . Benchmark problem for response control of wind-excited tall buildings , Journal of Engineering Mechanics ASCE 130 4 : 437 – 446 . doi: 10.1061/(ASCE)0733-9399(2004)130:4(437)

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.