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Volumn 124, Issue 5, 1998, Pages 418-427

Seismic response or gravity quay walls. II: Numerical modeling

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTER AIDED ANALYSIS; COMPUTER SIMULATION; DYNAMIC RESPONSE; EARTHQUAKE RESISTANCE; FINITE ELEMENT METHOD; INTERFACES (MATERIALS); SOIL STRUCTURE INTERACTIONS; STRUCTURAL DESIGN;

EID: 0032078474     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(1998)124:5(418)     Document Type: Article
Times cited : (69)

References (15)
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  • 3
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    • Theory of propagation of elastic waves in a fluid saturated porous solid, Part I: Low frequency range, Part 11: High frequency range
    • Biot, M. A. (1956). "Theory of propagation of elastic waves in a fluid saturated porous solid, Part I: Low frequency range, Part 11: High frequency range." J, Acoustic Soc. of Am., 28, 168-199.
    • (1956) J, Acoustic Soc. of Am. , vol.28 , pp. 168-199
    • Biot, M.A.1
  • 4
    • 0013315169 scopus 로고
    • Dept. of Civ. Engrg., University of Glasgow, Glasgow, U.K.
    • Chan, A. H. C. (1989). User manual for DIANA SWANDYNE-II. Dept. of Civ. Engrg., University of Glasgow, Glasgow, U.K.
    • (1989) User Manual for DIANA SWANDYNE-II
    • Chan, A.H.C.1
  • 5
    • 17044424797 scopus 로고
    • Dynamic analyses of saturated soils: Comparison of implicit u-p and explicit u-w formulations and the effect of initial conditions
    • New Delhi, India
    • Chan, A. H. C., Fimiyesin, O. O., Madabhushi, S. P. G., and Wood, D. M. (1994). "Dynamic analyses of saturated soils: comparison of implicit u-p and explicit u-w formulations and the effect of initial conditions." Proc., ICSMFE, Vol. XII, New Delhi, India.
    • (1994) Proc., ICSMFE , vol.12
    • Chan, A.H.C.1    Fimiyesin, O.O.2    Madabhushi, S.P.G.3    Wood, D.M.4
  • 7
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    • Numerical simulation of initial velocity/ displacement conditions in a dynamic centrifuge test
    • Engrg. Dept. Cambridge University, Cambridge, U.K.
    • Madabhushi, S. P. G. (1991). "Numerical simulation of initial velocity/ displacement conditions in a dynamic centrifuge test." CUED/D-Soils/ TR237, Engrg. Dept. Cambridge University, Cambridge, U.K.
    • (1991) CUED/D-Soils/ TR237
    • Madabhushi, S.P.G.1
  • 8
    • 11644295519 scopus 로고
    • Numerical modelling of semi-infinite extent of soil medium in dynamic soil-structure interaction problems
    • Moan et al., eds., A. A. Balkema, Rotterdam, The Netherlands
    • Madabhushi, S. P. G. (1993). "Numerical modelling of semi-infinite extent of soil medium in dynamic soil-structure interaction problems." Proc., EURODYN 93, Moan et al., eds., A. A. Balkema, Rotterdam, The Netherlands.
    • (1993) Proc., EURODYN 93
    • Madabhushi, S.P.G.1
  • 9
    • 0020782263 scopus 로고
    • Seismically induced movement of retaining walls
    • ASCE
    • Nadim, F., and Whitman, R. V. (1983). "Seismically induced movement of retaining walls." J. Geotech. Engrg., ASCE, 109(7), 915-931.
    • (1983) J. Geotech. Engrg. , vol.109 , Issue.7 , pp. 915-931
    • Nadim, F.1    Whitman, R.V.2
  • 10
    • 0011517080 scopus 로고
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    • G. N. Pande and O. C. Zienkiewicz, eds., John Wiley & Sons, Inc., New York, N.Y.
    • Nova, R., and Wood, D. M. (1982). "A constitutive model for soil under monotonic and cyclic loading." Soil mechanics - transient and cyclic loads, G. N. Pande and O. C. Zienkiewicz, eds., John Wiley & Sons, Inc., New York, N.Y.
    • (1982) Soil Mechanics - Transient and Cyclic Loads
    • Nova, R.1    Wood, D.M.2
  • 11
    • 0022267666 scopus 로고
    • Simple model for transient soil loading in earthquake analysis. II: Non-associative models for sands
    • Pastor, M., Zienkiewicz, O. C., and Leung, K. H. (1985). "Simple model for transient soil loading in earthquake analysis. II: Non-associative models for sands." Int. J. Numer. and Analytical Methods in Geomech., 9, 477-498.
    • (1985) Int. J. Numer. and Analytical Methods in Geomech. , vol.9 , pp. 477-498
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  • 12
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    • Pitilakis, K., and Moutsakis, A. (1989), "Seismic analysis and behavior of gravity retaining walls-the case of Kalamata Harbor Quaywall." Soils and Found., Tokyo, Japan, 2(1), 1-17.
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    • Pitilakis, K.1    Moutsakis, A.2
  • 15
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    • Zeng, X.1    Steedman, R.S.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.