[1] Kirchhoff, G.(1850), “Uber das Gleichgewicht und die Bewegung einer elastischen Scheibe, Crelles J. Vol.40, pp.51-58.
[2 ] Love, A.E.H.(1944), “A Treatise on Mathematical Theory of Elastic, Dover
Publication, New York.
[3] R.D. Mindlin, (1951), “Influence of rotatory inertia and shear on flexural motion of isotropic elastic plates.J. Appl. Mech.,73, pp.31-38.
[4] L.B. Lucy(1977), “A numerical approach to the testing of the fission hypothesis, The Astronomical Journal, 82, pp.1013-1024.
[5] B. Nayroles, G. Touzot & P. Villon(1992), “Generalizing the Finite Element Method: Diffuse Approximation and Diffuse Element, Computational Mechanics, 10, pp.307-318.
[6] T. Belytschko, Y. Y. Lu & L. Gu(1944), “Element-Free Galerkin Methods, International Journal for Numerical Methods in Engineering, 37, pp.229-256.
[7] Y. Y. Lu, T. Belytschko & L. Gu(1944), “A new implementation of the element free Galerkin method, Computer methods in Applied Mechanics And Engineering, 113, pp.397-414.
[8] W. K. Liu, S.Jun & Y.F.Zhang(1995), “Reproducing Kernel Particle Methods, International Journal for Numerical Methods in Engineering, 20, pp.1081-1106.
[9] J. S. Chen, C. T. Wu & W. K. Liu(1996), “Reproducing kernel particle methods for large deformation analysis of non-linear structures, Computer methods in Applied Mechanics And Engineering, 139, 195-227.
[10] E. Oñate, S. Idelsohn, O. C. Zienkiewicz, R. L. Taylor and C. Sacco(1996), “A stabilized finite point method for analysis of fluid mechanics problems,
Computer Methods in Applied Mechanics & Engineering, 139, pp.315-346.
[11] S. Li, W. Hao, W. K. Liu(2000), “Numerical simulations of large deformation of thin shell structures using meshfree methods, Computational Mechanics, 25, pp.102-116.
[12] 盛若磐(2000),元素釋放法積分法則與權函數之改良,近代工程計算論壇論文集,國立中央大學土木系。
[13] Wang, J., Liew., K. M., Tan, M. J. and S. Rajendran(2002), “Analysis of rectangular laminated composite plates via FSDT meshless method, J. Mechanical Sciences, 44, pp.1275-1293.
[14] 鄭志源(2004) ,微分再生核近似法於二維平板挫屈之分析,國立成功大學土木研究所碩士論文。[15] Y. Q. Huang, Q. S. Li(2004), “Bending and buckling analysis of antisymmetric laminates using the moving least square differential quadrature method , Computer Methods in Applied Mechanics & Engineering, 193, pp.3471-3482.
[16] 江英良(2006),平板大變形理論分析,國立成功大學土木研究所碩士論文。[17] 張祐綱(2010),Hermite Type之移動最小二乘法在板、梁分析上之應用,國立成功大學土木研究所碩士論文。[18] L. Zhou & Y. Xiang, “ Vibration analysis of plates by MLS element method , American Institute of Physics, 1233, pp.225-230.
[19] 陳皇甫(2011),齊次基底移動最小二乘法在平板分析上之應用,國立成功大學土木研究所碩士論文。[20] 莊皓鈞(2011),移動最小二乘法在平板挫屈分析上之應用,國立成功大學土木研究所碩士論文。[21] T. Belytschko, Y. Krongauz, D. Organ, M. Fleming and P. Krysl(1996), “An Overview and recent developments, Computer Methods in Applied Mechanics & Engineering, 139, pp.3-47.
[22] P. Krysl & T. Belytschko(2001), A library to computer the element free galerkin shape functions, Computer Methods in Applied Mechanics & Engineering, 190, pp.2181-2250.