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Volumn 18, Issue 6, 2013, Pages 655-659

An improved dynamic hysteretic model for soils

Author keywords

constitutive model; dynamic hysteretic; nonlinear; Ramberg Osgood model; soils

Indexed keywords

DEVIATORIC STRESS AND STRAINS; DYNAMIC NON-LINEAR; HYSTERETIC BEHAVIOR; MULTI-DIMENSIONAL CASE; NONLINEAR; RAMBERG-OSGOOD MODELS; SHEAR COMPONENTS; STRESS AND STRAIN;

EID: 84890016410     PISSN: 10071172     EISSN: 19958188     Source Type: Journal    
DOI: 10.1007/s12204-013-1447-5     Document Type: Article
Times cited : (3)

References (13)
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    • 10.1061/(ASCE)0733-9399(2006)132:9(907)
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    • Segal, F.1    Val, D.V.2
  • 7
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    • Analysis of nonlinear seismic ground response using adaptive nero fuzzy inference systems [J]
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    • (2012) Journal of Basic and Applied Scientific Research , vol.2 , Issue.4 , pp. 3839-3843
    • Bagheripour, M.H.1    Asadi, M.2    Ghasemi, M.3
  • 11
    • 0022922999 scopus 로고
    • Moduli and damping factors for dynamic analyses of cohesionless soils [J]
    • 10.1061/(ASCE)0733-9410(1986)112:11(1016)
    • Seed H B, Wong R T, Idriss I M, et al. Moduli and damping factors for dynamic analyses of cohesionless soils [J]. Journal of Geotechnical Engineering, 1986, 112(11): 1016-1032.
    • (1986) Journal of Geotechnical Engineering , vol.112 , Issue.11 , pp. 1016-1032
    • Seed, H.B.1    Wong, R.T.2    Idriss, I.M.3
  • 12
    • 0026049998 scopus 로고
    • Effect of soil plasticity on cyclic response [J]
    • 10.1061/(ASCE)0733-9410(1991)117:1(89)
    • Vucetic M, Dobry R. Effect of soil plasticity on cyclic response [J]. Journal of Geotechnical Engineering, 1991, 117(1): 89-107.
    • (1991) Journal of Geotechnical Engineering , vol.117 , Issue.1 , pp. 89-107
    • Vucetic, M.1    Dobry, R.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.