[1] H. J. S. and B. E. J. (1998). “Prediction of Creep Properties of Laminated Composites from Matrix Creep Data”. J. of Reinforced Plastics and Composites. 17(4): 361-378.
[2] K. K., H. S. and T. N. (1982). “Proc. 4th Int. Conf. On Composite Materials”. ICCMIV, Eds T.Hayashi et al., Tokyo, 829-836.
[3] E. H. L. (1955). “Stress Analysis of Viscoelastic Bodies”. Quart. Appl. Math. 13, 183-190.
[4] R. A. S. (1962). “Approximate Methods of Transform Inversion for Viscoelastic Stress Analysis”. Proc. 4th U.S. Nat. Cong. Appl. Mech. 2, 1075-1085.
[5] H. H. H. and R. G. R. (1961). “An Extension of Alfreys Analogy to Thermal Stress Problems in Temperature Dependent Linear Viscoelastic Media”. J. Appl. Phys. Sci. 9, 152-164.
[6] O. C. Z., M. W. and I. P. K. (1963). “A Numerical Method of Viscoelastic Analysis”. Int. J. Mech. Sci. 10, 807-827.
[7] W. C. C. (1972). “Viscoelastic Stress Analysis”. Int. J. Num. Meth. Engng. 4, 357-366
[8] J. L. W. (1968). “Finite Elements in Linear Viscoelasticity”. Proc. 2nd Conf. Matrix. Meth. Struct. Mech. AFFDLTR-150. 489-516.
[9] S. Y. (1982). “Three Dimensional Thermoviscoelastic Analysis of Rocket Grains Using 3-D Quadratic Isoparametric Solid Finite Element”. Proc. Workshop on Structural Integrity of Large Solid Propellant Grains. shar Center, ISRO, India, Paper-2-.
[10] H. E. J. (1977). “Mechanical of Materials”. 1st edition, pergaman press, vol. (2).
[11] L. F. J. (1977). “Non-Linear Viscoelastic Solids”. Johnwiely & Sonsinc, New York.
[12] H. I. H. (1985). “Viscoelasticity”. In cyclopedia of polymers & Engineering, vol. (17), (608-609).
[13] A. H. (1974). “Buckling Behavior of Imperfect Elastic & Linearly Viscoelastic Structures”. Inc. J. Solids & Struct. vol. (74), No. (10), (755-784).
[14] H. S. J. (1985). “Mechanics Of Materials”. 2nd edition pergaman.
[15] Ch. R. M. “Theory of Viscoelasticity”, 2nd edition.
[16] W. M. L. (1964). “Structural Analysis of Viscoelastic Materials”, ALAA J. Vol. (2).. NO. (5), May, (785-808).
[17] L. R. H. (1965). “Elasticity Equations for Incompressible and Nearly Incompressible Materials by a Variational Theorem”. AIAA. J. 3, 1896-1900.
[18] I. M. S. (1970). “Incremental Numerical Solution of a Simple Deformation Problem in Soil Mechanics”. Geotechnique 20. 357-372.
[19] Y. H.” Finite Element Analysis of Non-Linear Soil Media”. Application of Finite Elements in Civil Engineering. Pp. 663-690. Vanderbilt University (1969).
[20] T. I. and T.-W. C. (1982). J. Comp. Mater., 17, 399-413.