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Volumn 114, Issue 7, 1988, Pages 1198-1217

Modeling for cyclic normal and shear behavior of interfaces

Author keywords

[No Author keywords available]

Indexed keywords

CONCRETE TESTING; MATHEMATICAL MODELS; SAND AND GRAVEL; STRESSES - ANALYSIS;

EID: 0024053885     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9399(1988)114:7(1198)     Document Type: Article
Times cited : (58)

References (26)
  • 1
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    • (1957) Proc., Royal Soc., London, England , vol.243 , pp. 190-205
    • Archard, J.F.1
  • 5
    • 0021138467 scopus 로고
    • Thin-layer elements for interface and joints
    • Desai, C. S., et al. (1984). “Thin-layer elements for interface and joints.” Int. J.for Num. and Analyt. Meth. in Geomech., 8(1), 19-43.
    • (1984) Int. J.For Num. And Analyt. Meth. In Geomech , vol.8 , Issue.1 , pp. 19-43
    • Desai, C.S.1
  • 6
  • 9
    • 0022928347 scopus 로고
    • Determination of parameters fora model for the cyclic behavior of interfaces
    • Drumm, E. C., and Desai, C. S. (1986). “Determination of parameters fora model for the cyclic behavior of interfaces.”.J. of Eartliq. Eimrg. and Struct. Dvn., 16(1), 1-18.
    • (1986) J. Of Eartliq. Eimrg. And Struct. Dvn , vol.16 , Issue.1 , pp. 1-18
    • Drumm, E.C.1    Desai, C.S.2
  • 12
  • 15
    • 84929981623 scopus 로고
    • A simple contact-friction interface element with applications to buried culverts. Proc. Implementation of Computer Proc. Cfi Stress-Strain Laws in Geotech
    • katona, M. G. (1981). “A simple contact-friction interface element with applications to buried culverts.” Proc.Implementation of Computer Proc. cfi Stress-Strain Laws in Geotech. Engrg.Chicago, 111.
    • (1981) Engrg.. Chicago , pp. 111
    • Katona, M.G.1
  • 20
    • 0001246936 scopus 로고
    • “Models and computational methods for dynamic friction phenomena." Computer Methods in Appl
    • Oden, J. T., and Martins, J. A. L. (1985). “Models and computational methods for dynamic friction phenomena." Computer Methods in Appl. Mechs. And Eng, 52, 527-634.
    • (1985) Mechs. And Eng , vol.52 , pp. 527-634
    • Oden, J.T.1    Martins, J.2
  • 22
    • 0019567743 scopus 로고
    • Separation and sliding between soil and structure during strong ground motion. Earthquake Engrg. And Struct
    • Toki, K., Sato, T., and Miura, F. (1981). “Separation and sliding between soil and structure during strong ground motion.” Earthquake Engrg. and Struct. Dvnam-ics, 9(3), 263-277.
    • (1981) Dvnam-Ics , vol.9 , Issue.3 , pp. 263-277
    • Toki, K.1    Sato, T.2    Miura, F.3
  • 23
    • 0001203750 scopus 로고
    • Significance of the normal degree of freedom and natural normal vibrations on contact friction
    • Tolstoi, D. M. (1967). "Significance of the normal degree of freedom and natural normal vibrations on contact friction.” Wear. 10, 199-213.
    • (1967) Wear , vol.10 , pp. 199-213
    • Tolstoi, D.M.1
  • 24
    • 0020719148 scopus 로고
    • Nonlinear rocking response of model containment structures. Earthquake Engrg
    • Vaughan, D. K., and Isenberg, J. (1983). “Nonlinear rocking response of model containment structures.” Earthquake Engrg. & Struct. Dyn., 11.
    • (1983) & Struct. Dyn , pp. 11
    • Vaughan, D.K.1    Isenberg, J.2
  • 25
    • 0021853674 scopus 로고
    • Dynamic soil-structure interaction. Prentice-Hall
    • Wolf, J. P. (1985). Dynamic soil-structure interaction. Prentice-Hall. Inc., Englewood Cliffs, N.J.
    • (1985) Inc., Englewood Cliffs, N.J
    • Wolf, J.P.1
  • 26
    • 0021497232 scopus 로고
    • An interface model for dynamic soil-structure interaction
    • Zaman, M. M., Desai, C. S., and Drumm, E, C. (1984). “An interface model for dynamic soil-structure interaction." J. Geotech. Eng. Div.. ASCE, 110(4), 1257-1273.
    • (1984) J. Geotech. Eng. Div.. ASCE , vol.110 , Issue.4 , pp. 1257-1273
    • Zaman, M.M.1    Desai, C.S.2    Drumm, E.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.