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Volumn 122, Issue 6, 1996, Pages 566-573

Macroscopic models with complex coefficients and causality

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EID: 4143154375     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9399(1996)122:6(566)     Document Type: Article
Times cited : (9)

References (24)
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    • (1982) Rheologica Acta , vol.21 , pp. 15-24
    • Booij, H.C.1    Thoone, P.J.M.2
  • 5
    • 0005024393 scopus 로고
    • Seismic retrofit of reinforced concrete structures using damping devices
    • Bracci, J. M., Lobo, R. F., and Reinhorn, A. M. (1993). "Seismic retrofit of reinforced concrete structures using damping devices." ATC-17-1, 2, 569-591.
    • (1993) ATC-17-1 , vol.2 , pp. 569-591
    • Bracci, J.M.1    Lobo, R.F.2    Reinhorn, A.M.3
  • 11
    • 0003036855 scopus 로고
    • The nature of damping in sands
    • ASCE
    • Hardin, B. O. (1965). "The nature of damping in sands." J. Soil Mech. Foundation Div., ASCE, 91(1), 63-97.
    • (1965) J. Soil Mech. Foundation Div. , vol.91 , Issue.1 , pp. 63-97
    • Hardin, B.O.1
  • 12
    • 0029308518 scopus 로고
    • Linear hysteretic damping and the Hilbert transform
    • ASCE
    • Inaudi, J. A., and Kelly, J. M. (1995). "Linear hysteretic damping and the Hilbert transform." J. Engrg. Mech., ASCE, 121, 626-632.
    • (1995) J. Engrg. Mech. , vol.121 , pp. 626-632
    • Inaudi, J.A.1    Kelly, J.M.2
  • 16
    • 0028184349 scopus 로고
    • Complex-parameter Kelvin model for elastic foundations
    • Makris, N. (1994a). "Complex-parameter Kelvin model for elastic foundations." Earthquake Engrg. Struct. Dynamics, 23, 251-264.
    • (1994) Earthquake Engrg. Struct. Dynamics , vol.23 , pp. 251-264
    • Makris, N.1
  • 17
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    • The imaginary counterpart of recorded motions
    • Makris, N. (1994b). "The imaginary counterpart of recorded motions." Earthquake Engrg. Struct. Dynamics, 23, 265-273.
    • (1994) Earthquake Engrg. Struct. Dynamics , vol.23 , pp. 265-273
    • Makris, N.1
  • 18
    • 0026613651 scopus 로고
    • Spring-viscous damper system for combined seismic and vibration isolation
    • Makris, N., and Constantinou, M. C. (1992). "Spring-viscous damper system for combined seismic and vibration isolation." Earthquake Engrg. Struct. Dynamics, 21, 649-664.
    • (1992) Earthquake Engrg. Struct. Dynamics , vol.21 , pp. 649-664
    • Makris, N.1    Constantinou, M.C.2
  • 19
    • 0027625617 scopus 로고
    • Models of viscoelasticity with complex order derivatives
    • ASCE
    • Makris, N., and Constantinou, M. C. (1993). "Models of viscoelasticity with complex order derivatives." J. Engrg. Mech., ASCE, 119, 1453-1464.
    • (1993) J. Engrg. Mech. , vol.119 , pp. 1453-1464
    • Makris, N.1    Constantinou, M.C.2
  • 22
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    • Basic response functions for elastic foundations
    • ASCE
    • Veletsos, A. S., and Verbic, B. (1974). "Basic response functions for elastic foundations." J. Engrg. Mech. Div., ASCE, 100(2), 189-202.
    • (1974) J. Engrg. Mech. Div. , vol.100 , Issue.2 , pp. 189-202
    • Veletsos, A.S.1    Verbic, B.2
  • 23
    • 0025919777 scopus 로고
    • Consistent lumped-parameter model for unbounded soil: Physical representation
    • Wolf, J. P. (1991). "Consistent lumped-parameter model for unbounded soil: physical representation." Earthquake Engrg. Struct. Dynamics, 20, 11-32.
    • (1991) Earthquake Engrg. Struct. Dynamics , vol.20 , pp. 11-32
    • Wolf, J.P.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.