Free-vibration analysis of a three-dimensional soil-structure system

Earthquake Engineering and Structural Dynamics

Volumn 30, Issue 1, 2001, Pages 43-57

  Wegner, J L ^a   Zhang, Xiong ^b  

^a UNIVERSITY OF VICTORIA   (Canada)

^b TSINGHUA UNIVERSITY   (China)

Author keywords

Coupling method; Earthquake engineering; Non linear eigenvalue problem; Numerical method; Soil structure interaction

Indexed keywords

EARTHQUAKE ENGINEERING; SEISMIC RESPONSE; SOIL-STRUCTURE INTERACTION; THREE-DIMENSIONAL MODELING;

DAMPING; DAMS; EARTHQUAKE RESISTANCE; EIGENVALUES AND EIGENFUNCTIONS; FINITE ELEMENT METHOD; FOUNDATIONS; FOURIER TRANSFORMS; MATHEMATICAL MODELS; VIBRATIONS (MECHANICAL);

EARTHQUAKE ENGINEERING;

SOIL STRUCTURE INTERACTIONS;

EID: 0034746391     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/1096-9845(200101)30:1<43::AID-EQE994>3.0.CO;2-L     Document Type: Article

References (12)

1. Finite dynamic model for infinite media
2. A nonreflecting plane boundary for wave propagation problems
3. The coupling of the finite element methods and boundary solution procedures
4. Coupling of boundary and finite elements for soil-structure interaction problems
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6. Modal analysis of a dam-foundation system based on an FE-BE method in the time domain
7. The scaled boundary finite-element method-alias consistent infinitesimal finite-element cell method - for elastodynamics
8. Algorithms for the nonlinear eigenvalue problem
9. On the solution of S(w)X = 0 by a Newtonian procedure
10. Jacobi-Davidson type methods for generalized eigenproblems and polynomial eigenproblems