[1] J.T.Katsikadelis and A.E.Armenakas,Plates on elastic foundation by BIE method.J.Engng.Mech.,110,7 (1984),1086-1105.
[2] Li Zhengliang and Deng Anfu,Boundary integral equations for the bending problem ofplates on two-parameter foundation,Applied Mathematics and Mechanics (English Ed.).13,7 (1992),657-667.
[3] Wang Jianguo and Huang Maokuang,Boundary element method analysis of plates ontwo-parameter foundation,J.Civil Engng..25,3 (1992),51-59.(in Chinese).
[4] Deng Anfu and Li Zhangliang,Fundamental solutions for Reissuer's plates on elasticfoundation,Acta Mechanica Solida Sinica,14,1 (1993),67-72.(in Chinese).
[5] Wang Jianguo,Wang Xiuxi and Huang Maokuang,Fundamental solutions andboundary integral equations for Reissuer's plates on two parameter foundations,Int.J.Solids Structures,29,1 0 (1992),1233-1239.
[6]Hu Haichang,Variational Principle in Elasticity Mechanics and Its Application,SciencePress (1987),483-484.(in Chinese).
[7]B.G.Korennev,Problems of Calculations of Beams and Slabs on Elastic Foundations,Gosstroizdat,Moscow (1954).(in Russian).
[8] Wang Binggang and Zhi Xilai,Finite layer element analysis for circular thick plates onelastic foundations,Symposium of Chinese First Conf.on Comlbination of AnalyticalMethod and Numerical Method,Hunan University Press (1990).161-166.(in Chinese).
[9] Lei Xiaoyan,A new boundary element method for bending problem of Reissuer's plates,China Engng.Mech.,2,4 (1985),1-11.(in Chinese) |
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