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Volumn 6, Issue 2, 2002, Pages 175-211

Modelling of nonlinear dynamic behaviour of a shallow strip foundation with macro-element

Author keywords

Macro element; Performance based design; Seismic loading; Shallow foundation; Soil structure interaction; Soil yielding; Uplift

Indexed keywords

DEGREES OF FREEDOM (MECHANICS); DYNAMICS; FINITE ELEMENT METHOD; INTERFACES (MATERIALS); JOINTS (STRUCTURAL COMPONENTS); SEISMOLOGY;

EID: 0035998776     PISSN: 13632469     EISSN: None     Source Type: Journal    
DOI: 10.1142/S1363246902000747     Document Type: Article
Times cited : (96)

References (23)
  • 12
    • 21744454919 scopus 로고    scopus 로고
    • Simplified evaluation of earthquake-induced permanent displacements of shallow foundations
    • (1997) J. Earth. Engrg. , vol.1 , Issue.3 , pp. 563-579
    • Paolucci, R.1
  • 16
    • 0007265873 scopus 로고    scopus 로고
    • DYNAFLOW. A finite element analysis program for static and transient response of linear and non linear two and three-dimensional systems
    • Dept. of Civil Engineering. Princeton University
    • (1999) User Manual
    • Prévost, J.H.1
  • 20
    • 0000525658 scopus 로고
    • Ultimate bearing capacity of shallow foundations under inclined and eccentric loads. Part II: Purely cohesive soil without tensile strength
    • (1995) Eur. J. Mech. A/Solids , vol.14 , Issue.3 , pp. 377-396
    • Salençon, J.1    Pecker, A.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.