Dynamic structure - soil - structure interaction applying the symmetric Galerkin boundary element method (SGBEM)

Mechanics Research Communications

Volumn 28, Issue 3, 2001, Pages 297-304

  Lehmann, L ^a   Antes, H ^a  

^a TECHNICAL UNIVERSITY OF BRAUNSCHWEIG   (Germany)

Author keywords

[No Author keywords available]

Indexed keywords

BEAMS AND GIRDERS; BOUNDARY CONDITIONS; BOUNDARY ELEMENT METHOD; EQUATIONS OF MOTION; FINITE ELEMENT METHOD; INTEGRAL EQUATIONS; SHEAR STRESS; STIFFNESS; TALL BUILDINGS;

ELEVATOR SHAFTS; OPEN-CLOSED CROSS SECTION; SHEAR CORES; SYMMETRIC GALERKIN BOUNDARY ELEMENT METHOD; THIN-WALLED BEAMS;

SOIL STRUCTURE INTERACTIONS;

EID: 0035328349     PISSN: 00936413     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0093-6413(01)00177-X     Document Type: Article

References (9)

1. A continuum model for the analysis of multiply connected perforated cores
2. An equivalent continuum approach for coupled shear walls
3. Dynamic analysis of multiply-connected perforated shear cores
4. A new method for evaluating singular integrals in stress analysis of solids by the direct BEM
5. A refined theory for laminated beams: Part I - A new high order approach
6. A Galerkin symmetric boundary-element method in elasticity: Formulation and implementation