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Volumn 128, Issue 4, 2002, Pages 438-448

Dynamic and seismic analysis of foundations based on free field B-Spline characteristic response histories

Author keywords

Boundary element method; Foundations; Ground motion; Seismic analysis; Soil structure interaction; Transient loads

Indexed keywords

BOUNDARY CONDITIONS; BOUNDARY ELEMENT METHOD; DYNAMIC MECHANICAL ANALYSIS; MECHANICS; WAVE PROPAGATION;

EID: 0036540208     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9399(2002)128:4(438)     Document Type: Article
Times cited : (17)

References (31)
  • 9
    • 0028497772 scopus 로고
    • Transient response of multiple rigid foundations on an elastic, homogeneous half space
    • (1994) J. Appl. Mech , vol.61 , pp. 656-663
    • Guan, F.1    Novak, M.2
  • 26
    • 0034481459 scopus 로고    scopus 로고
    • A rigid surface boundary element for 3D soil-structure interaction analysis in the direct time domain
    • (2000) Comput. Mech , vol.26 , Issue.6 , pp. 582-591
    • Rizos, D.C.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.