| [1] Selvadurai, A.P.S., Elastic Analysis of Soil-Foundation Interaction, Elsevier Scientific Publishing Co. (1979).
[2] Chien, W.Z., Variational Method and Finite Element Method Scientific Publishing House (1980). (in Chinese).
[3] Bathe, K.J., and E.L. Wilson, Numerical Methods in Finite Element Analysis, Prentice-Hall Inc., Engiewood Cliffs, New Jersey, U.S.A..
[4] Wang, Shu, Interaction between soiis and structures, Research Report of Shanghai Institute of Appl. Math. and Mech. (1985). (in Chinese).
[5] Viazov, V.Z. and U.N. Leontiev, Beams, Flates and Shells on Elastic Foundations, Israel Program for Scientific Translations, Jerusaiem (1966). (transiated from Russian).
[6] Winkle, E., Die Lehre von der Elastizitat und Festigkeit, Dominicus, Prague (1867).
[7] Boussinesq, J., Application des Poienlials á L’Etude de I’Equilibre et du Mouvement des Soiides Elastique, Gauthier-Villars, Paris (1885)..
[8] Zemochkin, B.N., Analysis of Circular Plates on Elatic Foundation, Mosk. Izd. Voenno.Inzh. Akad. (1939). (English Version).
[9] Ishkova, A.G., Bending of a circular piates on the elastic halfspace under the action of a uniformiy distriouted axisymmetrical load, Veh. Zap. Mosk. Gos. Univ., 3:202-225(1951).(Enslish Version).
[10] Pasternak, P.L., On a new metinod of anaiysis of an elastic foundation by means of two foundation constants, Gosudarstvennoe izdatelstro Liberatwri Po Stroiteistvui Arkhitekture, Moscow (1954). (Engiish Version).
[11] Lu, W.D. et al, Finite element solution of hyperbolic cooling tower supported by column system and its computer program, Research Report of Xi’an Institute of Thermal Engineering (1976). (in Chinese). |
Email Alert
RSS