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Volumn 123, Issue 8, 1997, Pages 1029-1036

Analytical modeling of high damping rubber bearings

Author keywords

[No Author keywords available]

Indexed keywords

BRIDGE DECKS; CONVERGENCE OF NUMERICAL METHODS; DYNAMIC RESPONSE; ITERATIVE METHODS; MATHEMATICAL MODELS; MECHANICAL TESTING; SOCIETIES AND INSTITUTIONS; STRAIN; STRUCTURAL ANALYSIS;

EID: 0031212079     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1997)123:8(1029)     Document Type: Article
Times cited : (67)

References (21)
  • 1
    • 0020751558 scopus 로고
    • Fractional calculus - A different approach to the analysis of viscoelastically damped structures
    • Bagley, R. L., and Torvik, P. T. (1983). "Fractional calculus - a different approach to the analysis of viscoelastically damped structures." AIAA J., 21(5), 741-748.
    • (1983) AIAA J. , vol.21 , Issue.5 , pp. 741-748
    • Bagley, R.L.1    Torvik, P.T.2
  • 5
    • 0003500768 scopus 로고
    • Am. Assoc. of State Hwy. and Transp. Officials, Washington, D.C.
    • Guide specifications for seismic isolation design. (1991). Am. Assoc. of State Hwy. and Transp. Officials, Washington, D.C.
    • (1991) Guide Specifications for Seismic Isolation Design
  • 6
    • 84919102610 scopus 로고
    • The modified Gauss-Newton method for the fitting of nonlinear regression functions by least squares
    • Hartley, H. O. (1961). "The modified Gauss-Newton method for the fitting of nonlinear regression functions by least squares." Technometrics, 3(2), 269-280.
    • (1961) Technometrics , vol.3 , Issue.2 , pp. 269-280
    • Hartley, H.O.1
  • 7
    • 0000932228 scopus 로고
    • Practical analysis of base-isolated bridges with bi-linear hysteresis characteristics
    • Hwang, J. S., Sheng, L. H., and Gates, J. H. (1994). "Practical analysis of base-isolated bridges with bi-linear hysteresis characteristics." Earthquake Spectra, 10(4), 705-727.
    • (1994) Earthquake Spectra , vol.10 , Issue.4 , pp. 705-727
    • Hwang, J.S.1    Sheng, L.H.2    Gates, J.H.3
  • 8
    • 0039831078 scopus 로고    scopus 로고
    • A refined model for base-isolated bridges with bi-linear hysteretic bearings
    • Hwang, J. S., Chiou, J. M., Sheng, L. H., and Gates, J. H. (1996). "A refined model for base-isolated bridges with bi-linear hysteretic bearings." Earthquake Spectra, 12(2), 245-274.
    • (1996) Earthquake Spectra , vol.12 , Issue.2 , pp. 245-274
    • Hwang, J.S.1    Chiou, J.M.2    Sheng, L.H.3    Gates, J.H.4
  • 14
    • 0025387251 scopus 로고
    • Application of fractional derivatives to seismic analysis of base-isolated models
    • Koh, C. G., and Kelly, J. M. (1990). "Application of fractional derivatives to seismic analysis of base-isolated models." Earthquake Engrg. and Struct. Dyn., 19(2), 229-241.
    • (1990) Earthquake Engrg. and Struct. Dyn. , vol.19 , Issue.2 , pp. 229-241
    • Koh, C.G.1    Kelly, J.M.2
  • 15
    • 0026219915 scopus 로고
    • Fractional-derivative Maxwell model for viscous dampers
    • ASCE
    • Makris, N., and Constantinou, M. C. (1991). "Fractional-derivative Maxwell model for viscous dampers." J. Struct. Engrg., ASCE, 117(9), 2708-2724.
    • (1991) J. Struct. Engrg. , vol.117 , Issue.9 , pp. 2708-2724
    • Makris, N.1    Constantinou, M.C.2
  • 16
    • 0004003580 scopus 로고
    • Public Work Res. Inst., Tsukuba Science City, Japan (in Japanese)
    • Manual for Menshin design of highway bridges. (1992). Public Work Res. Inst., Tsukuba Science City, Japan (in Japanese).
    • (1992) Manual for Menshin Design of Highway Bridges
  • 17
    • 0000320199 scopus 로고
    • Softening of rubber by deformation
    • Mullins, L. (1969). "Softening of rubber by deformation." Rubber Chem. and Technol., 42(1), 339-362.
    • (1969) Rubber Chem. and Technol. , vol.42 , Issue.1 , pp. 339-362
    • Mullins, L.1
  • 19
    • 0008642743 scopus 로고
    • Effect of experienced shear strain dependency of high damping rubber bearing on earthquake response of isolation structure
    • Arch. Inst. of Japan, (in Japanese)
    • Ohtori, Y, and Ishida, K. (1995). "Effect of experienced shear strain dependency of high damping rubber bearing on earthquake response of isolation structure." J. Constr. Engrg., Arch. Inst. of Japan, 472, 75-84 (in Japanese).
    • (1995) J. Constr. Engrg. , vol.472 , pp. 75-84
    • Ohtori, Y.1    Ishida, K.2
  • 21
    • 0027579880 scopus 로고
    • Applications of viscoelastic dampers to high rise buildings
    • ASCE
    • Tsai, C. S., and Lee, H. H. (1993). "Applications of viscoelastic dampers to high rise buildings." J. of Struct. Engrg., ASCE, 119(4), 1222-1233.
    • (1993) J. of Struct. Engrg. , vol.119 , Issue.4 , pp. 1222-1233
    • Tsai, C.S.1    Lee, H.H.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.