论文信息 - Exact transfer and stiffness matrices for a beam/column resting on a two-parameter foundation

Exact transfer and stiffness matrices for a beam/column resting on a two-parameter foundation

Abstract The paper is concerned with the numerical analysis of prismatic beam/columns resting on a two-parameter subsoil. A mathematically rigorous technique is outlined which allows for the calculation of exact dynamic transfer and stiffness matrices for a broad range of practically important situations. The new stiffness matrices can easily be implemented in the libraries of any general or special-purpose finite element code.

Dimitrios Karamanlidis | V. Prakash | D. Karamanlidis | V. Prakash

[1] G. Gladwell,et al. Elastic Analysis of Soil-Foundation Interaction , 1979 .

[2] E. F. Kurtz,et al. Matrix methods in elastomechanics , 1963 .

[3] K. T. Sundara Raja Iyengar,et al. Influence Lines for Beams on Elastic Foundations , 1965 .

[4] Continuous Beam-Columns on Elastic Foundation , 1961 .

[5] Numerical Solutions For Beams On Elastic Foundations , 1958 .

[6] J. Argyris. Die Matrizentheorie der Statik , 1957 .

[7] Influence Functions for Beams on Elastic Foundations , 1964 .

[8] Moshe Eisenberger,et al. EXACT STIFFNESS MATRIX FOR BEAMS ON ELASTIC FOUNDATION , 1985 .

[9] F. W. Williams,et al. Exact dynamic member stiffnesses for a beam on an elastic foundation , 1987 .

[10] Matsuda Hiroshi,et al. Analysis of beams on non-homogeneous elastic foundation , 1987 .

[11] Robert D. Cook,et al. BEAM ELEMENTS ON TWO-PARAMETER ELASTIC FOUNDATIONS , 1983 .

[12] A. B. Vesic,et al. Bending of Beams Resting on Isotropic Elastic Solid , 1961 .

[13] Moshe Eisenberger,et al. Beams on Variable Two‐Parameter Elastic Foundation , 1987 .

[14] J. Z. Zhu,et al. The finite element method , 1977 .

[15] R. Cook,et al. Advanced Mechanics of Materials , 1985 .