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Journal of Structural Engineering
Volumn 128, Issue 10, 2002, Pages 1362-1365
Further characteristics for multiple tuned mass dampers
Author keywords

Acceleration; Damping; Parameters; Vibration control
Indexed keywords

EQUATIONS OF MOTION; MATHEMATICAL MODELS; OSCILLATIONS; PARAMETER ESTIMATION; STIFFNESS; VIBRATION CONTROL;
EID: 2342556776     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (55)
References (9)
  • 1
    • 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, 813-835.
    • (1994) Earthquake Eng. Struct. Dyn. , vol.23 , pp. 813-835
    • Abe, M.1    Fujino, Y.2
  • 2
    • 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, 247-261.
    • (1995) Earthquake Eng. Struct. Dyn. , vol.24 , pp. 247-261
    • Abe, M.1    Igusa, T.2
  • 3
    • 0029369623 scopus 로고
    • Dynamic characteristics of structures with multiple tuned mass dampers
    • Jangid, R. S. (1995). "Dynamic characteristics of structures with multiple tuned mass dampers." Struct. Eng. Mech., 3(5), 497-509.
    • (1995) Struct. Eng. Mech. , vol.3 , Issue.5 , pp. 497-509
    • Jangid, R.S.1
  • 4
    • 0032843291 scopus 로고    scopus 로고
    • Optimum multiple tuned mass dampers for base-excited undamped system
    • Jangid, R. S. (1999). "Optimum multiple tuned mass dampers for base-excited undamped system." Earthquake Eng. Struct. Dyn., 28, 1041-1049.
    • (1999) Earthquake Eng. Struct. Dyn. , vol.28 , pp. 1041-1049
    • Jangid, R.S.1
  • 5
    • 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
  • 6
    • 0034282826 scopus 로고    scopus 로고
    • Performance of multiple tuned mass dampers for attenuating undesirable oscillations of structures under the ground acceleration
    • Li, C. (2000). "Performance of multiple tuned mass dampers for attenuating undesirable oscillations of structures under the ground acceleration." Earthquake Eng. Struct. Dyn., 29, 1405-1421.
    • (2000) Earthquake Eng. Struct. Dyn. , vol.29 , pp. 1405-1421
    • Li, C.1
  • 7
    • 0036532216 scopus 로고    scopus 로고
    • Optimum multiple tuned mass dampers for structures under the ground acceleration based on DDMF and ADMF
    • Li, C. (2002). "Optimum multiple tuned mass dampers for structures under the ground acceleration based on DDMF and ADMF." Earthquake Eng. Struct. Dyn., 31, 897-919.
    • (2002) Earthquake Eng. Struct. Dyn. , vol.31 , pp. 897-919
    • Li, C.1
  • 8
    • 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, 1059-1070.
    • (1992) Earthquake Eng. Struct. Dyn. , vol.21 , pp. 1059-1070
    • Xu, K.1    Igusa, T.2
  • 9
    • 0027341096 scopus 로고
    • Fundamental characteristics of multiple tuned mass dampers for suppressing harmonically forced oscillations
    • Yamaguchi, H., and Harnpornchai, N. (1993). "Fundamental characteristics of multiple tuned mass dampers for suppressing harmonically forced oscillations." Earthquake Eng. Struct. Dyn., 22, 51-62.
    • (1993) Earthquake Eng. Struct. Dyn. , vol.22 , pp. 51-62
    • Yamaguchi, H.1    Harnpornchai, N.2

* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.