Rectangular plates resting on tensionless elastic foundation

Journal of Engineering Mechanics

Volumn 114, Issue 12, 1989, Pages 2083-2092

  Celep, Zekai ^a  

^a AndIdot stanbul Technical University   (Turkey)

Author keywords

[No Author keywords available]

Indexed keywords

FOUNDATIONS--ELASTICITY; MATHEMATICAL TECHNIQUES--NUMERICAL METHODS; STRESSES--ANALYSIS;

ELASTICALLY SUPPORTED PLATES; TENSIONLESS ELASTIC FOUNDATIONS; WINKLER FOUNDATIONS;

PLATES;

EID: 0024143459     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9399(1988)114:12(2083)     Document Type: Article

References (6)

1. Abramowitz, M., and Stegun, I. A. (1965). Handbook of mathematical functions. U.S. Dept, of Commerce, Dover, N.Y.
2. Kamiya, N. (1977). “Circular plates resting on bimodulus and no-tension foundations.” J. Engrg. Mech. Div., ASCE, 103(6), 1161-1164.
3. Timoshenko, S. P., and Woinowsky-Krieger, S. (1959). Theory of plates and shells. McGraw-Hill, New York, N.Y., 82
4. Villaggio, P. (1983). “A free boundary value problem in plate theory.” J. Appl. Mech. Trans., ASME, 50(2), 297-302.
5. Weitsman, Y. (1970). “On foundations that react in compression only.” Journal of Appl. Mech. Trans., ASME, 37(4), 1019-1030.
6. Yamada, G., Irie, T., and Takahashi, M. (1985). “Determination of the steady state response of a viscoelastically point-supported rectangular plate.” J. Sound Vib., 102(2), 285-295.