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Volumn 32, Issue 5, 2003, Pages 671-690

Optimum multiple tuned mass dampers for structures under the ground acceleration based on the uniform distribution of system parameters

Author keywords

Ground acceleration; Min.Max.DMF; Multiple tuned mass dampers; Near zero optimum average damping ratio; Optimum parameters; Uniforn distribution of system parameters; Vibration control

Indexed keywords

DAMPING; EARTHQUAKE EFFECTS; ROBUSTNESS (CONTROL SYSTEMS); STIFFNESS; STRUCTURAL OPTIMIZATION;

EID: 0037466603     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/eqe.239     Document Type: Article
Times cited : (82)

References (8)
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    • Xu, K.1    Igusa, T.2
  • 2
    • 0027341096 scopus 로고
    • Fundamental characteristics of multiple tuned mass dampers for suppressing harmonically forced oscillations
    • Yamaguchi H, Harnpornchai N. Fundamental characteristics of multiple tuned mass dampers for suppressing harmonically forced oscillations. Earthquake Engineering and Structural Dynamics 1993; 22:51-62.
    • (1993) Earthquake Engineering and Structural Dynamics , vol.22 , pp. 51-62
    • Yamaguchi, H.1    Harnpornchai, N.2
  • 3
    • 0028668353 scopus 로고
    • Dynamic characterization of multiple tuned mass dampers and some design formulas
    • Abe M, Fujino Y. Dynamic characterization of multiple tuned mass dampers and some design formulas. Earthquake Engineering and Structural Dynamics 1994; 23:813-835.
    • (1994) Earthquake Engineering and Structural Dynamics , vol.23 , pp. 813-835
    • Abe, M.1    Fujino, Y.2
  • 4
    • 0028973925 scopus 로고
    • Tuned mass dampers for structures with closely spaced natural frequencies
    • Abe M, Igusa T. Tuned mass dampers for structures with closely spaced natural frequencies. Earthquake Engineering and Structural Dynamics 1995; 24:247-261.
    • (1995) Earthquake Engineering and Structural Dynamics , vol.24 , pp. 247-261
    • Abe, M.1    Igusa, T.2
  • 5
    • 0028977260 scopus 로고
    • Performance of multiple mass dampers under random loading
    • ASCE
    • Kareem A, Kline S. Performance of multiple mass dampers under random loading. Journal of Structural Engineering (ASCE) 1995; 121:348-361.
    • (1995) Journal of Structural Engineering , vol.121 , pp. 348-361
    • Kareem, A.1    Kline, S.2
  • 6
    • 0029369623 scopus 로고
    • Dynamic characteristics of structures with multiple tuned mass dampers
    • Jangid RS. Dynamic characteristics of structures with multiple tuned mass dampers. Structural Engineering and Mechanics 1995; 3:497-509.
    • (1995) Structural Engineering and Mechanics , vol.3 , pp. 497-509
    • Jangid, R.S.1
  • 7
    • 0034282826 scopus 로고    scopus 로고
    • Performance of multiple tuned mass dampers for attenuating undesirable oscillations of structures under the ground acceleration
    • Chunxiang Li. Performance of multiple tuned mass dampers for attenuating undesirable oscillations of structures under the ground acceleration. Earthquake Engineering and Structural Dynamics 2000; 29:1405-1421.
    • (2000) Earthquake Engineering and Structural Dynamics , vol.29 , pp. 1405-1421
    • Chunxiang, Li.1
  • 8
    • 0036532216 scopus 로고    scopus 로고
    • Optimum multiple tuned mass dampers for structures under the ground acceleration based on DDMF and ADMF
    • Chunxiang Li. Optimum multiple tuned mass dampers for structures under the ground acceleration based on DDMF and ADMF. Earthquake Engineering and Structural Dynamics 2002; 31:897-919.
    • (2002) Earthquake Engineering and Structural Dynamics , vol.31 , pp. 897-919
    • Chunxiang, Li.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.