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Volumn 26, Issue 10, 1997, Pages 1005-1019

Effects of the dynamic cross-interaction in the seismic analysis of multiple embedded foundations

Author keywords

Boundary element method; Cross interaction; Embedded foundations; Seismic analysis of foundations; Soil structure interaction

Indexed keywords

BOUNDARY ELEMENT METHOD; SEISMOLOGY; SOIL STRUCTURE INTERACTIONS; THREE DIMENSIONAL;

EID: 0030616264     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1096-9845(199710)26:10<1005::AID-EQE690>3.0.CO;2-E     Document Type: Article
Times cited : (33)

References (15)
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  • 3
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  • 5
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    • Qian, J.1    Tham, L.G.2    Cheung, Y.K.3
  • 7
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    • Dynamic structure-soil-structure interaction
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    • Luco, J.E.1    Contesse, L.2
  • 8
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  • 9
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    • J. Lysmer, H. B. Seed, T. Udaka, R. N. Hwang and C. F. Tsai, 'Efficient finite element analysis of seismic soil structure interaction, Report No. EERC 75-34, Earth-quake Engineering Research Center, University of California, Berkeley, CA, 1975.
    • (1975) Report No. EERC 75-34
    • Lysmer, J.1    Seed, H.B.2    Udaka, T.3    Hwang, R.N.4    Tsai, C.F.5
  • 11
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    • Dynamic structure-soil-structure interaction by FEM and BEM
    • S. Wang and G. Schmid, 'Dynamic structure-soil-structure interaction by FEM and BEM', Comput. Mech. 9, 347-357 (1992).
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  • 12
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    • Foundation impedance matrices by substructure deletion
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  • 13
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  • 14
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.