Nonlinear analysis of 3D seismic interaction of soil-pile-structure systems and application

Engineering Structures

Volumn 22, Issue 2, 2000, Pages 191-199

  Cai, Y X ^a   Gould, P L ^b   Desai, C S ^c  

^a Metropol Engineering/Surveying   (United States)

^b WASHINGTON UNIVERSITY   (United States)

^c UNIVERSITY OF ARIZONA   (United States)

Author keywords

Earthquake dynamic seismic; Finite element method; Nonlinear; Nonuniform foundation motion; Plasticity; Soil pile structure interaction; Successive coupling scheme; Three dimensional; Time domain

Indexed keywords

DYNAMIC RESPONSE; EARTHQUAKE RESISTANCE; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; PILES; PLASTICITY; SOIL MECHANICS; STRUCTURAL ANALYSIS; TIME DOMAIN ANALYSIS; UNDERGROUND STRUCTURES;

NONUNIFORM FOUNDATION MOTION;

SOIL STRUCTURE INTERACTIONS;

NONLINEARITY; PILE RESPONSE; SEISMIC RESPONSE; SOIL-STRUCTURE INTERACTION;

EID: 0012269285     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(98)00108-4     Document Type: Article

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