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Volumn 22, Issue 3, 2002, Pages 229-240

Horizontal and vertical components of earthquake ground motions at liquefiable sites

Author keywords

Ground motion; Liquefaction; Nonlinear analysis; Site response; Vertical motion

Indexed keywords

MATHEMATICAL TRANSFORMATIONS; NONLINEAR SYSTEMS; NUMERICAL ANALYSIS; SOIL LIQUEFACTION;

EID: 0037140667     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0267-7261(02)00010-6     Document Type: Article
Times cited : (45)

References (29)
  • 2
    • 0003480376 scopus 로고
    • DESRA-2: Dynamic effective stress response analysis of soil deposits with energy transmitting boundary including assessment of liquefaction potential
    • Vancouver: University of British Columbia
    • (1978) Soil Mechanics Series No. 38
    • Lee, M.K.W.1    Finn, W.D.L.2
  • 11
    • 0035295185 scopus 로고    scopus 로고
    • Analytical study of saturation effects on seismic vertical amplification of a soil layer
    • (2001) Geotechnique , vol.51 , Issue.2 , pp. 161-165
    • Yang, J.1    Sato, T.2
  • 15
    • 77956725039 scopus 로고
    • Theory of propagation of elastic waves in a fluid saturated porous solid
    • (1956) J Acoust Soc Am , vol.28 , pp. 168-191
    • Biot, M.A.1
  • 19
    • 0022785339 scopus 로고
    • Bounding surface plasticity, I. Mathematical foundation and the concept of hypoplasticity
    • ASCE
    • (1986) J Engng Mech , vol.112 , pp. 966-987
    • Dafalias, Y.F.1
  • 28
    • 0035816215 scopus 로고    scopus 로고
    • Saturation effects on horizontal and vertical motions in a layered soil-bedrock system due to inclined SV waves
    • (2001) Soil Dynam Earthquake Engng , vol.21 , pp. 527-536
    • Yang, J.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.