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Volumn 26, Issue 6, 2000, Pages 582-591

Rigid surface boundary element for soil-structure interaction analysis in the direct time domain

Author keywords

[No Author keywords available]

Indexed keywords

ELASTICITY; FOUNDATIONS; MATHEMATICAL MODELS; MATRIX ALGEBRA; RIGIDITY; SOIL STRUCTURE INTERACTIONS; TIME DOMAIN ANALYSIS;

EID: 0034481459     PISSN: 01787675     EISSN: None     Source Type: Journal    
DOI: 10.1007/s004660000208     Document Type: Article
Times cited : (13)

References (27)
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  • 6
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    • A comparative study of three boundary element approaches to calculate the transient response of viscoelastic solids with unbounded domains
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  • 7
    • 0000661677 scopus 로고
    • Progress in 3D BE calculations and optoelectronic measurements of soil-structure interaction
    • Banerjee PK, Kobayashi S (eds) Chapter 10. Elsevier Applied Science, London
    • Gaul L, Plenge M (1992) Progress in 3D BE calculations and optoelectronic measurements of soil-structure interaction. Advanced Dynamic Analysis by Boundary Element Methods. In Banerjee PK, Kobayashi S (eds) Chapter 10, 353-403. Elsevier Applied Science, London
    • (1992) Advanced Dynamic Analysis by Boundary Element Methods. , pp. 353-403
    • Gaul, L.1    Plenge, M.2
  • 8
    • 49049127974 scopus 로고
    • Analysis of machine foundation vibrations: State of the art
    • Gazetas G (1983) Analysis of machine foundation vibrations: State of the art. Soil Dynamics and Earthquake Engineering 2: 2-42
    • (1983) Soil Dynamics and Earthquake Engineering , vol.2 , pp. 2-42
    • Gazetas, G.1
  • 9
    • 0028497772 scopus 로고
    • Transient response of multiple rigid foundations on an elastic, homogeneous half-space
    • Guan F, Novak M (1994) Transient response of multiple rigid foundations on an elastic, homogeneous half-space. J. Appl. Mech. ASME 61: 656-663
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    • Guan, F.1    Novak, M.2
  • 11
    • 0021201739 scopus 로고
    • Dynamic response of 3-D rigid surface foundations by time domain boundary element method
    • Karabalis DL, Beskos DE (1984) Dynamic response of 3-D rigid surface foundations by time domain Boundary Element Method. Earthquake Engineering and Structural Dynamics 12: 3-93
    • (1984) Earthquake Engineering and Structural Dynamics , vol.12 , pp. 3-93
    • Karabalis, D.L.1    Beskos, D.E.2
  • 13
    • 0022721828 scopus 로고
    • Dynamic analysis of 3-D rigid embedded foundations by time domain boundary element method
    • Karabalis DL, Beskos DE (1986) Dynamic analysis of 3-D rigid embedded foundations by time domain Boundary Element Method. Comp. Meth. Appl. Mech. Eng. 56: 91-120
    • (1986) Comp. Meth. Appl. Mech. Eng. , vol.56 , pp. 91-120
    • Karabalis, D.L.1    Beskos, D.E.2
  • 14
    • 0009653019 scopus 로고
    • Inertial soil-foundation interaction by a direct time domain BEM
    • Karabalis DL, Huang C-FD (1991) Inertial soil-foundation interaction by a direct time domain BEM. Math. Comp. Model. 15: 215-228
    • (1991) Math. Comp. Model. , vol.15 , pp. 215-228
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  • 18
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    • Dynamic response of a square foundation embedded in an elastic half-space
    • Mita A, Luco JE (1989) Dynamic response of a square foundation embedded in an elastic half-space. Soil Dynamics and Earthquake Engineering 8: 54-67
    • (1989) Soil Dynamics and Earthquake Engineering , vol.8 , pp. 54-67
    • Mita, A.1    Luco, J.E.2
  • 19
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  • 20
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  • 23
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.