메뉴 건너뛰기




Volumn 133, Issue 1, 2007, Pages 67-77

Structures with semiactive variable stiffness single/multiple tuned mass dampers

Author keywords

Buildings, multistory; Damping; Stiffness; Tracking

Indexed keywords

EXCITATION FREQUENCY; FREQUENCY TRACKING; SEMIACTIVE CONTROL ALGORITHMS;

EID: 33845796613     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2007)133:1(67)     Document Type: Article
Times cited : (190)

References (25)
  • 1
    • 0030192755 scopus 로고    scopus 로고
    • Semi-active tuned mass dampers for seismic protection of civil structures
    • Abe, M. (1996). " Semi-active tuned mass dampers for seismic protection of civil structures.. " Earthquake Eng. Struct. Dyn., 25 (7), 743-749.
    • (1996) Earthquake Eng. Struct. Dyn. , vol.25 , Issue.7 , pp. 743-749
    • Abe, M.1
  • 2
    • 0028668353 scopus 로고
    • Dynamic characterization of multiple tuned mass dampers and some design formulas
    • Abe, M., and Fujino, Y. (1994). " Dynamic characterization of multiple tuned mass dampers and some design formulas.. " Earthquake Eng. Struct. Dyn., 23 (8), 813-835.
    • (1994) Earthquake Eng. Struct. Dyn. , vol.23 , Issue.8 , pp. 813-835
    • Abe, M.1    Fujino, Y.2
  • 3
    • 0028973925 scopus 로고
    • Tuned mass dampers for structures with closely spaced natural frequencies
    • Abe, M., and Igusa, T. (1995). " Tuned mass dampers for structures with closely spaced natural frequencies.. " Earthquake Eng. Struct. Dyn., 24 (2), 247-261.
    • (1995) Earthquake Eng. Struct. Dyn. , vol.24 , Issue.2 , pp. 247-261
    • Abe, M.1    Igusa, T.2
  • 4
    • 0030417806 scopus 로고    scopus 로고
    • Semi-active dynamic vibration absorbers for controlling transient response
    • Abe, M., and Igusa, T. (1996). " Semi-active dynamic vibration absorbers for controlling transient response.. " J. Sound Vib., 198 (25), 547-569.
    • (1996) J. Sound Vib. , vol.198 , Issue.25 , pp. 547-569
    • Abe, M.1    Igusa, T.2
  • 5
    • 0034258892 scopus 로고    scopus 로고
    • A new approach to shock isolation and vibration suppression using a resetable actuator
    • Bobrow, J., Jabbari, F., and Thai, K. (2000). " A new approach to shock isolation and vibration suppression using a resetable actuator.. " J. Dyn. Syst., Meas., Control, 122 (3), 570-573.
    • (2000) J. Dyn. Syst., Meas., Control , vol.122 , Issue.3 , pp. 570-573
    • Bobrow, J.1    Jabbari, F.2    Thai, K.3
  • 6
    • 0003733873 scopus 로고
    • Prentice-Hall, Englewood Cliffs, N.J.
    • Cohen, L. (1995). Time-frequency analysis, Prentice-Hall, Englewood Cliffs, N.J.
    • (1995) Time-frequency Analysis
    • Cohen, L.1
  • 8
    • 0020765948 scopus 로고
    • Semi-active versus passive or active tuned mass dampers for structural control
    • Hrovat, D., Barak, P., and Rabins, M. (1983). " Semi-active versus passive or active tuned mass dampers for structural control.. " J. Eng. Mech., 109 (3), 691-705.
    • (1983) J. Eng. Mech. , vol.109 , Issue.3 , pp. 691-705
    • Hrovat, D.1    Barak, P.2    Rabins, M.3
  • 9
    • 0028481147 scopus 로고
    • Vibration control using multiple tuned mass dampers
    • Igusa, T., and Xu, K. (1994). " Vibration control using multiple tuned mass dampers.. " J. Sound Vib., 175 (4), 491-503.
    • (1994) J. Sound Vib. , vol.175 , Issue.4 , pp. 491-503
    • Igusa, T.1    Xu, K.2
  • 10
    • 0028977260 scopus 로고
    • Performance of multiple mass dampers under random loading
    • Kareem, A., and Kline, S. (1995). " Performance of multiple mass dampers under random loading.. " J. Struct. Eng., 121 (2), 348-361.
    • (1995) J. Struct. Eng. , vol.121 , Issue.2 , pp. 348-361
    • Kareem, A.1    Kline, S.2
  • 11
    • 0019606520 scopus 로고
    • Seismic effectiveness of tuned mass dampers
    • Kaynia, A. M., Biggs, J. M., and Veneziano, D. (1981). " Seismic effectiveness of tuned mass dampers.. " J. Struct. Div., 107 (8), 1465-1484.
    • (1981) J. Struct. Div. , vol.107 , Issue.8 , pp. 1465-1484
    • Kaynia, A.M.1    Biggs, J.M.2    Veneziano, D.3
  • 12
    • 0027703946 scopus 로고
    • Seismic response controlled structure with active variable stiffness system
    • Kobori, T., and Takahashi, M. (1993). " Seismic response controlled structure with active variable stiffness system.. " Earthquake Eng. Struct. Dyn., 22 (12), 925-941.
    • (1993) Earthquake Eng. Struct. Dyn. , vol.22 , Issue.12 , pp. 925-941
    • Kobori, T.1    Takahashi, M.2
  • 13
    • 0017539320 scopus 로고
    • Tuned mass dampers for buildings
    • McNamara, R. J. (1977). " Tuned mass dampers for buildings.. " J. Struct. Div., 103 (9), 1785-1798.
    • (1977) J. Struct. Div. , vol.103 , Issue.9 , pp. 1785-1798
    • McNamara, R.J.1
  • 14
    • 0000651778 scopus 로고    scopus 로고
    • Semiactive control of continuously variable stiffness system
    • Kyoto, Japan
    • Nagarajaiah, S., and Mate, D. (1998). " Semiactive control of continuously variable stiffness system.. " Proc., 2nd World Conf. Struct. Control, Vol. 1, Kyoto, Japan, 397-405.
    • (1998) Proc., 2nd World Conf. Struct. Control , vol.1 , pp. 397-405
    • Nagarajaiah, S.1    Mate, D.2
  • 15
    • 0003326901 scopus 로고    scopus 로고
    • Novel semiactive variable stiffness tuned mass damper with real time tuning capacity
    • ASCE, Reston, Va.
    • Nagarajaiah, S., and Varadarajan, N. (2000). " Novel semiactive variable stiffness tuned mass damper with real time tuning capacity.. " Proc., 13th Engineering Mechanics Conf. (CD-ROM), ASCE, Reston, Va.
    • (2000) Proc., 13th Engineering Mechanics Conf.
    • Nagarajaiah, S.1    Varadarajan, N.2
  • 16
    • 13444306424 scopus 로고    scopus 로고
    • Short time Fourier transform algorithm for wind response control of buildings with variable stiffness tmd
    • Nagarajaiah, S., and Varadarajan, N. (2005). " Short time Fourier transform algorithm for wind response control of buildings with variable stiffness tmd.. " Eng. Struct., 27 (3), 431-441.
    • (2005) Eng. Struct. , vol.27 , Issue.3 , pp. 431-441
    • Nagarajaiah, S.1    Varadarajan, N.2
  • 18
    • 0020800026 scopus 로고
    • Effect of tuned-mass dampers on seismic response
    • Sladek, J. R., and Klingner, R. E. (1983). " Effect of tuned-mass dampers on seismic response.. " J. Struct. Eng., 109 (8), 2004-2009.
    • (1983) J. Struct. Eng. , vol.109 , Issue.8 , pp. 2004-2009
    • Sladek, J.R.1    Klingner, R.E.2
  • 19
    • 0346950269 scopus 로고    scopus 로고
    • State-of-the-art of structural control
    • Spencer, B. F., and Nagarajaiah, S. (2003). " State-of-the-art of structural control.. " J. Struct. Eng., 129 (7), 845-856.
    • (2003) J. Struct. Eng. , vol.129 , Issue.7 , pp. 845-856
    • Spencer, B.F.1    Nagarajaiah, S.2
  • 20
    • 0029321567 scopus 로고
    • Passive, adaptive, and active tuned vibration absorber-A survey
    • Sun, J. Q., Jolly, M. R., and Norris, M. A. (1995). " Passive, adaptive, and active tuned vibration absorber-A survey.. " Trans. ASME, 117, 234-242.
    • (1995) Trans. ASME , vol.117 , pp. 234-242
    • Sun, J.Q.1    Jolly, M.R.2    Norris, M.A.3
  • 21
    • 13444297022 scopus 로고    scopus 로고
    • Wind response control of building with variable stiffness tuned mass damper using empirical mode decomposition/hilbert transform
    • Varadarajan, N., and Nagarajaiah, S. (2004). " Wind response control of building with variable stiffness tuned mass damper using empirical mode decomposition/hilbert transform.. " J. Eng. Mech., 130 (4), 451-458.
    • (2004) J. Eng. Mech. , vol.130 , Issue.4 , pp. 451-458
    • Varadarajan, N.1    Nagarajaiah, S.2
  • 22
    • 0019567942 scopus 로고
    • Optimum absorber parameters for minimizing vibration response
    • Warburton, G. B. (1981). " Optimum absorber parameters for minimizing vibration response.. " Earthquake Eng. Struct. Dyn., 9 (3), 251-262.
    • (1981) Earthquake Eng. Struct. Dyn. , vol.9 , Issue.3 , pp. 251-262
    • Warburton, G.B.1
  • 23
    • 84985854739 scopus 로고
    • Dynamic characteristics of multiple substructures with closely spaced frequencies
    • Xu, K., and Igusa, T. (1992). " Dynamic characteristics of multiple substructures with closely spaced frequencies.. " Earthquake Eng. Struct. Dyn., 21 (12), 1059-1070.
    • (1992) Earthquake Eng. Struct. Dyn. , vol.21 , Issue.12 , pp. 1059-1070
    • Xu, K.1    Igusa, T.2
  • 24
    • 0027341096 scopus 로고
    • Fundamental characteristics of multiple tuned mass dampers for suppressing harmonically forced oscillations
    • Yamaguchi, H., and Harnpornchai, N. (1983). " Fundamental characteristics of multiple tuned mass dampers for suppressing harmonically forced oscillations.. " Earthquake Eng. Struct. Dyn., 22 (1), 51-62.
    • (1983) Earthquake Eng. Struct. Dyn. , vol.22 , Issue.1 , pp. 51-62
    • Yamaguchi, H.1    Harnpornchai, N.2
  • 25
    • 0034546698 scopus 로고    scopus 로고
    • Resetting semiactive stiffness damper for seismic response control
    • Yang, J. N., Kim, J. H., and Agrawal, A. K. (2000). " Resetting semiactive stiffness damper for seismic response control.. " J. Struct. Eng., 126 (12), 1427-1433.
    • (2000) J. Struct. Eng. , vol.126 , Issue.12 , pp. 1427-1433
    • Yang, J.N.1    Kim, J.H.2    Agrawal, A.K.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.