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Volumn 5, Issue 2, 2000, Pages 114-123

Design of mechanical viscous dampers for stay cables

Author keywords

[No Author keywords available]

Indexed keywords

BRIDGE CABLES; DAMPING; DIFFERENTIAL EQUATIONS; EIGENVALUES AND EIGENFUNCTIONS; FREQUENCIES; MATERIALS TESTING; MATHEMATICAL MODELS; STIFFNESS; STRUCTURAL DESIGN; VIBRATIONS (MECHANICAL);

EID: 0033713691     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0702(2000)5:2(114)     Document Type: Article
Times cited : (147)

References (14)
  • 1
    • 0038940399 scopus 로고    scopus 로고
    • Chapter 28: Matrix methods of analysis
    • M. H. Harris, ed., McGraw-Hill, New York
    • Crandall, S. H., and McCalley, R. B. Jr. (1996). "Chapter 28: Matrix methods of analysis." Handbook of shock and vibration, M. H. Harris, ed., McGraw-Hill, New York.
    • (1996) Handbook of Shock and Vibration
    • Crandall, S.H.1    McCalley R.B., Jr.2
  • 2
    • 0342396212 scopus 로고
    • Mathematics and Computer Science Division, Argonne National Laboratory, Argonne, Ill
    • "EISPACK: A package for solving matrix eigenvalue problems." (1977). Mathematics and Computer Science Division, Argonne National Laboratory, Argonne, Ill.
    • (1977) EISPACK: A Package for Solving Matrix Eigenvalue Problems
  • 4
    • 0030686057 scopus 로고    scopus 로고
    • Wind vibrations of cables on cable-stayed bridges
    • ASCE, New York
    • Irwin, P. A. (1997). "Wind vibrations of cables on cable-stayed bridges." Proc., ASCE Struct. Congr., ASCE, New York, 1, 383-387.
    • (1997) Proc., ASCE Struct. Congr. , vol.1 , pp. 383-387
    • Irwin, P.A.1
  • 5
    • 0000669933 scopus 로고
    • Zur frage der seilschwingungen und der seildampfung
    • in German
    • Kovacs, I. (1982). "Zur frage der seilschwingungen und der seildampfung." Die Bautechnik, 10, 325-332 (in German).
    • (1982) Die Bautechnik , vol.10 , pp. 325-332
    • Kovacs, I.1
  • 7
    • 0032207367 scopus 로고    scopus 로고
    • Unified finite difference formulation for free vibration of cables
    • ASCE
    • Mehrabi, A. B., and Tabatabai, H. (1998). "Unified finite difference formulation for free vibration of cables." J. Struct. Engrg., ASCE, 124(11), 1313-1322.
    • (1998) J. Struct. Engrg. , vol.124 , Issue.11 , pp. 1313-1322
    • Mehrabi, A.B.1    Tabatabai, H.2
  • 8
    • 0024649821 scopus 로고
    • Perturbation technique to approximate the effect of damping non-proportionality in modal dynamic analysis
    • Tokyo
    • Pacheco, B. M., and Fujino, Y. (1989). "Perturbation technique to approximate the effect of damping non-proportionality in modal dynamic analysis." J. Struct. Engrg./Earthquake Engrg., Tokyo, 6(1), 169s-178s.
    • (1989) J. Struct. Engrg./Earthquake Engrg. , vol.6 , Issue.1
    • Pacheco, B.M.1    Fujino, Y.2
  • 9
    • 0027534209 scopus 로고
    • Estimation curve for modal damping in stay cables with viscous damper
    • ASCE
    • Pacheco, B. M., Fujino, Y., and Sulekh, A. (1993). "Estimation curve for modal damping in stay cables with viscous damper." J. Struct. Engrg., ASCE, 119(6), 1961-1979.
    • (1993) J. Struct. Engrg. , vol.119 , Issue.6 , pp. 1961-1979
    • Pacheco, B.M.1    Fujino, Y.2    Sulekh, A.3
  • 10
    • 0342396211 scopus 로고    scopus 로고
    • Recommendations for stay cable design, testing and installation
    • Post-Tensioning Institute Committee on Cable-Stayed Bridges
    • "Recommendations for stay cable design, testing and installation." (1998). 4th Draft, Post-Tensioning Institute Committee on Cable-Stayed Bridges.
    • (1998) 4th Draft
  • 11
    • 0342396210 scopus 로고    scopus 로고
    • Combined effects of sag and bending stiffness on cable vibrations
    • Tabatabai, H., and Mehrabi, A. B. (1998). "Combined effects of sag and bending stiffness on cable vibrations." Proc., 12th Engrg. Mech. Conf., 390-393.
    • (1998) Proc., 12th Engrg. Mech. Conf. , pp. 390-393
    • Tabatabai, H.1    Mehrabi, A.B.2
  • 12
    • 0344732876 scopus 로고    scopus 로고
    • Non-destructive bridge evaluation technology: Bridge stay cable condition assessment
    • Construction Technology Laboratories, Inc., Skokie, Ill
    • Tabatabai, H., Mehrabi, A. B., Morgan, B. J., and Lotfi, H. R. (1998). "Non-destructive bridge evaluation technology: Bridge stay cable condition assessment." Rep. Prepared for Fed. Hwy. Admin., Construction Technology Laboratories, Inc., Skokie, Ill.
    • (1998) Rep. Prepared for Fed. Hwy. Admin.
    • Tabatabai, H.1    Mehrabi, A.B.2    Morgan, B.J.3    Lotfi, H.R.4
  • 13
    • 0041656239 scopus 로고
    • A simple method of designing cable vibration dampers of cable-stayed bridges
    • Tokyo
    • Uno, K., Kitagawa, S., Tsutsumi, J., Inoue, A., and Nakaya, S. (1991). "A simple method of designing cable vibration dampers of cable-stayed bridges." J. Struct. Engrg., Tokyo, 37A, 789-798.
    • (1991) J. Struct. Engrg. , vol.37 A , pp. 789-798
    • Uno, K.1    Kitagawa, S.2    Tsutsumi, J.3    Inoue, A.4    Nakaya, S.5
  • 14
    • 0010770044 scopus 로고
    • A study on practical estimation method for structural damping of stay cable with damper
    • Yoneda, M., and Maeda, K. (1989). "A study on practical estimation method for structural damping of stay cable with damper." Proc., Canada-Japan Workshop on Bridge Aerodyn., 119-128.
    • (1989) Proc., Canada-Japan Workshop on Bridge Aerodyn. , pp. 119-128
    • Yoneda, M.1    Maeda, K.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.