Harmonic wave response of two 3-D rigid surface foundations

Soil Dynamics and Earthquake Engineering

Volumn 15, Issue 2, 1996, Pages 95-110

  Qian, J ^a,c   Beskos, D E ^b  

^a TONGJI UNIVERSITY   (China)

^b UNIVERSITY OF PATRAS   (Greece)

^c RUHR UNIVERSITY BOCHUM   (Germany)

Author keywords

BEM; Cross interaction; Harmonic seismic waves; Rigid surface foundations

Indexed keywords

BOUNDARY ELEMENT METHOD; DYNAMIC RESPONSE; DYNAMICS; FINITE ELEMENT METHOD; FOUNDATIONS; FREQUENCY DOMAIN ANALYSIS; GREEN'S FUNCTION; NATURAL FREQUENCIES; SEISMIC WAVES; STIFFNESS; STRAIN; THREE DIMENSIONAL;

CROSS INTERACTION; HARMONIC WAVE RESPONSE; RIGID SURFACE FOUNDATIONS; SOIL COUPLING EFFECT; THREE DIMENSIONAL CONDITIONS;

SOIL STRUCTURE INTERACTIONS;

BOUNDARY ELEMENT METHOD; FOUNDATION; SEISMIC RESPONSE; SOIL/STRUCTURE INTERACTION;

EID: 0029668631     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/0267-7261(95)00026-7     Document Type: Article

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