메뉴 건너뛰기




Volumn 128, Issue 9, 2002, Pages 775-784

Three-dimensional analysis of lateral pile response using two-dimensional explicit numerical scheme

Author keywords

Dynamic loads; Lateral loads; Pile groups; Piles; Seismic response; Soil pile interaction; Three dimensional analysis

Indexed keywords

SOILS; VISCOELASTICITY;

EID: 0036714984     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2002)128:9(775)     Document Type: Article
Times cited : (19)

References (33)
  • 32
    • 0031079068 scopus 로고    scopus 로고
    • Dynamic elastic analysis of pile foundations using finite element method in the frequency domain
    • (1997) Can. Geotech. J , vol.34 , Issue.1 , pp. 34-43
    • Wu, G.1    Finn, W.2
  • 33
    • 0031076333 scopus 로고    scopus 로고
    • Dynamic nonlinear analysis of pile foundations using finite element method in the time domain
    • (1997) Can. Geotech. J , vol.34 , Issue.1 , pp. 44-52
    • Wu, G.1    Finn, W.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.