Shear effect in beam finite element on two-parameter elastic foundation

Journal of structural engineering New York, N.Y.

Volumn 126, Issue 9, 2000, Pages 1104-1107

  Onu, G ^a  

^a IPTANA SA CP12/91 ^*  (Romania)

Author keywords

[No Author keywords available]

Indexed keywords

BEAMS AND GIRDERS; DIFFERENTIAL EQUATIONS; ELASTICITY; FINITE ELEMENT METHOD; FOUNDATIONS; SHEAR DEFORMATION; STIFFNESS MATRIX;

ELASTIC FOUNDATIONS;

STRUCTURAL FRAMES;

EID: 0034273207     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2000)126:9(1104)     Document Type: Article

References (6)

1. Aydogan, M. (1995). "Stiffness-matrix formulation of beams with shear effect on elastic foundation." J. Struct. Engrg., ASCE, 121(9), 1265-1270.
2. Chen, Y. H. (1987). "General dynamic stiffness matrix of a Timoshenko beam for transverse vibrations." Earthquake Engrg. and Struct. Dyn., 15, 391-402.
3. Przemieniecki, J. S. (1968). Theory of matrix structural analysis, McGraw-Hill, New York.
4. Selvadurai, A. P. S. (1979). Elastic analysis of soil-foundation interaction, Elsevier Science, Amsterdam.
5. Yokoyama, Y. (1991). "Vibrations of Timoshenko beam-columns on two-parameter elastic foundations." Earthquake Engrg. and Struct. Dyn., 20, 355-370.
6. Zhaohua, F., and Cook, R. D. (1983). "Beam elements on two-parameter elastic foundations." J. Engrg. Mech., ASCE, 109(6), 1390-1402.