1. Aalami, B. Large deflection of elastic plates under patch loading, ASCE Journal of the Structural Division 98 (ST11) (1972), 2567-2586.
2. Adriaenssens, S.M.L.a and Barnes, M.R. Tensegrity spline beam and grid shell structures, Engineering Structures 23(1) (2001), 29-36.
3. Alamatian, J. New implicit higher order time integration for dynamic analysis, Structural Engineering and Mechanics 48(5) (2013), 711-736.
4. Alamatian, J. and Hosseini Nejad Goshik, M. An efficient explicit framework for determining the lowest structural buckling load using Dynamic Relaxation method, Mechanics Based Design of Structures and Machines
(2016), 1-12.
5. Alwar, R.S. and Rao, N.R. Nonlinear analysis of orthotropic skew plates, AIAA Journal 11(4) (1973-a), 495-498.
6. Alwar, R.S. and Rao, N.R. Nonlinear analysis of skew sandwich plates, proceeding of the Canadian Congress of Applied Mechanics (CANCAM), Montreal, Canada, (1973-b).
7. Alwar, R.S. and Rao, N.R. Large elastic deformations of clamped skewed plates by dynamic relaxation, Computers and Structures 4(2) (1974), 381-398.
8. Atai, A.A. and Steigmann, D.J. Coupled deformations of elastic curves and surfaces, International Journal of Solids and Structures 35(16)(1998), 1915-1952.
9. Barnes, M.R. Form-finding and analysis of prestressed nets and membranes, Computers and Structures 30(3) (1988), 685-695.
10. Barnes, M.R. Form finding and analysis of tension structures by Dynamic Relaxation, International Journal of Space Structures 14(2) (1999), 89-104.
11. Baudriller, H., Maurin, B., Ca˜nadas, P., Montcourrier, P.H., Parmeggiani, A. and Bettache, N. Form-finding of complex tensegrity structures: application to cell cytoskeleton modeling, Comptes Rendus–Mecanique 334(11) (2006), 662-668.
12. Brew, J.S. and Brotton, M. Non-linear structural analysis by Dynamic Relaxation method, International Journal of Numerical Methods in Engineering 3(4) (1971), 463-483.
13. Brew, J.S. and Lewis, W.J. Computational form-finding of tension membrane structures - Non-finite element approaches: Part 3. Comparison of mesh constraint methods, International Journal of Numerical Methods in
Engineering 56(5) (2003), 685-697.
14. Bunce, J.W. and Brown, E.H. The finite deflection of plane frames, International Journal of Mechanical Sciences 15(3) (1973), 189-198.
15. Bunce, J.W. and Brown, E.H. Non-linear bending of thin, ideally elastic rods, International Journal of Mechanical Sciences 18(9-10) (1976), 435-441.
16. Caridis, P.A. and Frieze, P.A. Flexural-torsional elasto-plastic buckling in flat stiffened plating using dynamic relaxation. Part 1: Theory, ThinWalled Structures 6(6) (1988), 453-481.
17. Caridis, P. Panel 2D - a program for the static and dynamic full-range analysis of unstiffened and stiffened plates, International Conference on Computational Structures Technology – Proceedings, Napier University,
Edinburgh, UK, (1994), 131-140.
18. Cassell, A.C. Shells of revolution under arbitrary loading and the use of fictitious densities in dynamic relaxation, Institute of Civil Engineers, ICE proceedings Journal, USA 45 (1970), 65-78.
19. Cassell, A.C., Hobbes, R.E., Bridgett, M.S. and Awotwi, P.A.K. Dynamic Relaxation analysis of multiple span slabs, Structural Engineering 49(12)(1971), 549-559.
20. Cederberg, H. and David, M. Computation of creep effects in prestressed concrete pressure vessels using Dynamic Relaxation, Nuclear Engineering and Design 9(4) (1969), 439-448.
21. Chaplin, T.K. Large elastic deformations of clamped skewed plates by Dynamic Relaxation, Computers and Structures 8(2) (1978), 257-258.
22. Chen, B.K., Choi, S.K. and Thomson, P.F. Analysis of plane strain rolling by the dynamic relaxation method, International Journal of Mechanical Sciences 31(11-12) (1989), 839-851.
23. Chen, L.M., Dong, S.L. and Yuan, X.F. Theoretical and experimental study on the construction of cable domes, Tumu Gongcheng Xuebao/China Civil Engineering Journal 39(11) (2006), 33-36.
24. Chen, L.M., Dong, S.L. and Yuan, X.F. Theoretical analysis of construction procedures of cable-domes, Gongcheng Lixue/Engineering Mechanics 25(4) (2008), 134-139.
25. Chen, S., Lin, W., Xu, G. and Huang, J. Dynamic Relaxation method for static analysis of cable nets, Yingyong Lixue Xuebao/Chinese Journal of Applied Mechanics 19(2) (2002), 34.
26. Chou, P.C. and Wu, L. A Dynamic Relaxation finite-element method for metal forming processes, International Journal of Mechanical Sciences 28(4) (1986), 231-250.
27. Crouch, S.L. and Fairhurst, C.F. Analysis of rock mass deformations due to excavations, ASME AMD 3(1973), 203-210.
28. Day, A.S. and Bunce, J.W. Analysis of cable networks, Civil Engineering Published Works Revelation 65(765) (1970), 383-386.
29. Domer, B., Fest, E., Lalit, V. and Smith, I.F.C. Combining Dynamic Relaxation method with artificial neural networks to enhance simulation of tensegrity structures, ASCE Journal of Structural Engineering 129(5)
(2003), 672-681.
30. Douthe, C. and Baverel, O. Design of nexorades or reciprocal frame systems with the dynamic relaxation method, Computers and Structures 87(21-22) (2009), 1296-1307.
31. Douthe, C., Baverel, O. and Caron, J.F. Form-finding of a grid shell in composite materials, Journal of the International Association for Shell and Spatial Structures 47(150) (2006), 53-62.
32. Douthe, C., Baverel, O. and Caron, J.F. Gridshell in composite materials: Towards wide span shelters, Journal of the International Association for Shell and Spatial Structures 48(155) (2007), 175-180.
33. Dowling, P.J. and Bawa, A.S. Influence surfaces for orthotropic steel bridge decks, Institute of Civil Engineers, ICE proceedings Journal, USA, 59(1975), 149-168.
34. Estefen, S.F. and Harding, J.E. Ring stiffener behavior and its interaction with cylindrical panel buckling, Institute of Civil Engineers, ICE proceedings Journal, USA, 75(1983), 243-264.
35. Estefen, S.F. and Harding, J.E. Effect of ring stiffeners on inter-ring cylindrical panel buckling, Offshore Engineering, Volume 5: Proceedings of the 5th International Symposium on Offshore Engineering. Rio De
Janeiro, Brazil; Code 10983 (1986), 460-476.
36. Felippa, C.A. Dynamic Relaxation under general increment control, Mathematical Programming 24 (1982), 103-133.
37. Frieze, P.A. Elasto-plastic buckling in short thin-walled beams and columns, Institute of Civil Engineers, ICE proceedings Journal, USA, 65 (1978) 857-874.
38. Frieze, P.A. and Dowling, P.J. Interactive buckling analysis of box sections using dynamic relaxation, Computers and Structures 9(5) (1978), 431-439.
39. Frieze, P.A., Hobbs, R.E. and Dowling, P.J. Application of Dynamic Relaxation to the large deflection elasto-plastic analysis of plates, Computers and Structures 8(2) (1978), 301-310.
40. Gerstle, W.H. and Xie, M. FEM modeling of fictitious crack propagation in concrete, Journal of Engineering Mechanics 118(2) (1992), 416-434.
41. Golmakani, M.E. and Kadkhodayan, M. Nonlinear bending analysis of annular FGM plates using higher-order shear deformation plate theories, Composite Structures 93(2) (2011), 973-982.
42. Gosling, P.D. and Lewis, W.J. Optimal structural membranes - II. Formfinding of prestressed membranes using a curved quadrilateral finite element for surface definition, Computers and Structures 61(5) (1996),
885-895.
43. Han, D.J., Song, X.B. and Wang, H.T. Dynamic Relaxation for integer form-finding analysis of tension structures with elastic supporting bars, Huanan Ligong Daxue Xuebao/Journal of South China University of
Technology (Natural Science) 33(11) (2005), 66-71.
44. Han, S.E. and Lee, K.S. A study of the stabilizing process of unstable structures by dynamic relaxation method, Computers and Structures 81(17) (2003), 1677-1688.
45. Hansson, V. Calculation of plane problems of random shapes and nonlinear material behavior, Konstr Ingenieurbau Ber 14 (1973), 70-78.
46. Hansson, V. and Schnellenbach, G. Some special problems regarding the analysis of prestressed concrete reactor pressure vessels with due consideration towards non-stationary temperature fields and nonlinear behavior of the material, Konstr Ingenieurbau Ber 19 (1974), 30-38.
47. Hansson, V. and Stoever, R. Three-dimensional analysis of cracked concrete in prestressed concrete pressure vessels and comparisons with experimental results, International Conference on Structural Mechanics in Reactor Technology. 3rd Transaction; London, UK, (1975), 10-22.
48. Harding, J.E. Elasto-plastic analysis of imperfect cylinders, Institute of Civil Engineers, ICE proceedings Journal, USA, 65 (1978), 875-892.
49. Haseganu, E.M. and Steigmann, D.J. Analysis of partly wrinkled membranes by the method of dynamic relaxation, Computational Mechanics 14(6) (1994), 596-614.
50. Hegyi, D., Sajtos, I., Geiszter, G. and Hincz, K. Eight-node quadrilateral double-curved surface element for membrane analysis, Computers and Structures 84(31-32) (2006), 2151-2158.
51. Hook, P.M. and Rushton, K.R. Buckling of beams and plates onto an intermediate support studied by the Dynamic Relaxation method, Journal of Strain Analysis 10(3) (1975), 153-158.
52. Hussain Khan, M. and Lafitte, R. Analysis of a cylindrical prestressed concrete pressure vessel with a large central penetration in the slab, Nuclear Engineering and Design 5(2) (1967), 191-198.
53. Kadkhodayan, M. Using interlacing and irregular meshes in plate analysis, Iranian Journal of Science and Technology, Transaction B: Technology 26(3) (2002), 419-430.
54. Kadkhodayan, M. An investigation to the orthotropic plates by using irregular rectilinear mesh, Proceedings of 26th IASTED International Conference on Modelling, Identification and Control, Innsbruck, Austria,
12 -14 February (2007), 259-264.
55. Kadkhodayan, M. and Zhang, L.C. Consistent DXDR method for elasticplastic problems, International Journal of Numerical Methods in Engineering 38(14) (1995), 2413-2431.
56. Kadkhodayan, M., Zhang, L.C. and Sowerby, R. Analyses of wrinkling and buckling of elastic plates by DXDR method, Computers and Structures 65(4) (1997), 561-574.
57. Kan, Y. and Ye, J.H. Form finding of cable domes by modified dynamic relaxation, Gongcheng Lixue/Engineering Mechanics 24(9) (2007), 50-55.
58. Kashiwa, M. and Onoda, J. Wrinkling analysis using improved dynamic relaxation method, AIAA Journal 47(7) (2009), 1601-1607.
59. Kmet, S. and Mojdis, M. Time-dependent analysis of cable domes using a modified dynamic relaxation method and creep theory, Computers and Structures 125 (2013), 11-22.
60. Kommineni, J.R. and Kant, T. Pseudo-transient large deflection analysis of composite and sandwich shells with a refined theory, Computational Methods in Applied Mechanics and Engineering 123(1-4) (1995), 1-13.
61. Krings, W. and Meiswinkel, R. Design of concrete tunnel linings with non-linear material behavior installed during driving, Beton-und Stahlbetonbau 79(3) (1984), 63-69.
62. Lee, K. and Han, S. Geodesic shape finding of membrane structure with geodesic string by the dynamic relaxation method, Structural Engineering and Mechanics 39(1) (2011), 16-23.
63. Lee, K., Han, S. and Park, T. A simple explicit arc-length method using the dynamic relaxation method with kinetic damping, Computers and Structures 89 (2011), 216-233.
64. Lewis, W.J. The efficiency of numerical methods for the analysis of prestressed nets and pin-jointed frame structures, Computers and Structures 33(3) (1989), 791-800.
65. Lewis, W.J. and Gosling, P.D. Stable minimal surfaces in form-finding of lightweight tension structures, International Journal of Space Structures 8(3) (1993), 149-166.
66. Lewis, W.J. and Lewis, T.S. Application of formian and dynamic relaxation to the form-finding of minimal surfaces, Journal of the International Association for Shell and Spatial Structures 37(122) (1996), 165-186.
67. Lewis, W.J. and Shan, J. Numerical modelling of the non-linear static response of clad cable net structures, Computers and Structures 35(1) (1990), 15-22.
68. Lewis, W.J., Jones, M.S., Lewis, G. and Rushton, K.R. Cladding-network interaction in retensioned cable roofs, studied by Dynamic Relaxation, Computers and Structures 19(5-6) (1984), 885-897.
69. Lewis, W.J., Jones, M.S. and Rushton, K.R. Dynamic Relaxation analysis of the non-linear static response of pretensioned cable roofs, Computers and Structures 18(6) (1984), 989-997.
70. Li, C.Y. and Wei, D.M. Analysis of cable-membrane structures by Dynamic Relaxation method, Huanan Ligong Daxue Xuebao/Journal of South China University of Technology (Natural Science) 32(6) (2004), 80-84.
71. Lim, G.T. and Turvey, G.J. Axisymmetric elasto-plastic large deflection behaviour of circular steel plates with initial deflections-A parametric study, Computers and Structures 21(6) (1985), 1187-1196.
72. Lu, Y.J. and Ren, G.X. Simulation of the cable mesh reflector for the large radio telescope fast, Gongcheng Lixue/Engineering Mechanics 24(10)(2007), 165-169.
73. Machacek, J. Analysis of thin plates with eccentric stiffeners, Stavebnicky casopis 36(3) (1988-a), 191-212.
74. Machacek, J. Study on imperfections of stiffened plating, Acta Technica CSAV (Ceskoslovensk Akademie Ved) 33(5) (1988-b), 582-606.
75. Metzger, D.R. and Sauv´e, R.G. A self-induced stress model for simulating hydride formation at flaws, American Society of Mechanical Engineers, Pressure Vessels and Piping Division (Publication) 326(1996), 137-142.
76. Metzger, D.R. Explicit finite element formulation for a general strip yield model, American Society of Mechanical Engineers, Pressure Vessels and Piping Division (Publication) 370(1998), 189-195.
77. Moncrieff, E. and Topping, B.H.V. Computer methods for the generation of membrane cutting patterns, Computers and Structures 37(4) (1990),441-450.
78. Murthy, S. and Sherbourne, N.A. Nonlinear bending of elastic plates of variable profile, ASCE Journal of Engineering Mechanics Division 100(2)(1974), 251-265.
79. Namadchi, A.H. and Alamatian, J. Explicit dynamic analysis using Dynamic Relaxation method, Computers and Structures 175 (2016), 91-99.
80. Oakley, D.R. and Knight, Jr.N.F. Non-linear structural response using adaptive dynamic relaxation on a massively parallel-processing system, International Journal of Numerical Methods in Engineering 39(2) (1996),
235-259.
81. Oberpichler, R. Design calculations for anchored steel linings of concrete vessels, Konstruktiver Ingenieurbau Berichte 33 (1980), 1-52.
82. Oberpichler, R. Design of steel-liners and their anchorage with regard to non-linear behavior of liner-material and anchorage, International Conference on Structural Mechanics in Reactor Technology, London, UK (1981), 11-23.
83. Oberpichler, R., Schnellenbach, G. and Weber, R. Stress analysis of liners for prestresssed concrete reactor pressure vessels with regard to nonlinear behavior of liner material and of anchor-characteristics, International Conference on Structural Mechanics in Reactor Technology, 3rd Transaction; London, UK (1975), 50-67.
84. Papadrakakis, M. Post-buckling analysis of spatial structures by vector iteration methods, Computers and Structures 14(5-6) (1981), 393-402.
85. Papadrakakis, M. Inelastic post-buckling of trusses, Journal of Structural Engineering 109(9) (1983), 2129-2147.
86. Plotzitza, A., Rabczuk, T. and Eibl, J. Techniques for numerical simulations of concrete slabs for demolishing by blasting, Journal of Engineering Mechanics 133(5) (2007), 523-533.
87. Qiang, S. An adaptive Dynamic Relaxation method for non-linear problems, Computers and Structures 30(1988), 855-859.
88. Ramesh, G. and Krishnamoorthy, C.S. Post-buckling analysis of structures by dynamic relaxation, nternational Journal of Numerical Methods in Engineering 36(8) (1993), 1339-1364.
89. Ramesh, G. and Krishnamoorthy, C.S. Inelastic post-buckling analysis of truss structures by dynamic relaxation method, International Journal of Numerical Methods in Engineering 37(21) (1994), 3633-3657.
90. Ramesh, G. and Krishnamoorthy, C.S. Geometrically non-linear analysis of plates and shallow shells by Dynamic Relaxation, Computational Methods in Applied Mechanics and Engineering 123(1-4) (1995), 15-32.
91. Rao, A., Rama, M. and Shantaram, D. Non-linear finite element analysis by dynamic relaxation, International Journal of Structures 10(1) (1990),37-53.
92. Rericha, P. Optimum load time history for non-linear analysis using Dynamic Relaxation, International Journal of Numerical Methods Engineering 23(12) (1986), 2313-2324.
93. Rezaiee-Pajand, M. and Alamatian, J. Nonlinear dynamic analysis by Dynamic Relaxation method, Journal of Structural Engineering and Mechanics 28(5) (2008), 549-570.
94. Rezaiee-Pajand, M. and Alamatian, J. Dynamic Relaxation method for tracing static path of truss structures, Modeling in engineering 17 (2009), 27-39.
95. Rezaiee-Pajand, M. and Alamatian, J. Automatic DR structural analysis of snap-through and snap-back using optimized load increments, ASCE Journal of Structural Engineering 137(1) (2011), 109-116.
96. Rezaiee-Pajand, M. and Estiri, H. Mixing dynamic relaxation method with load factor and displacement increments, Computers and Structures 168 (2016), 78-91.
97. Rezaiee-Pajand, M. and Estiri, H. Computing the structural buckling limit load by using dynamic relaxation method, International Journal of NonLinear Mechanics 81 (2016), 245-260.
98. Rezaiee-Pajand, M. and Estiri, H. A comparison of large deflection analysis of bending plates by dynamic relaxation, Periodica Polytechnica Civil Engineering 60(4) (2016), 619-645.
99. Rezaiee-Pajand, M. and Estiri, H. Finding equilibrium paths by minimizing external work in dynamic relaxation method, Applied Mathematical Modelling 40 (2016), 10300-10322.
100. Rossikhin, Yu, A., Shitikova, M.V. and Shcheglova, T.A. Analysis of free vibrations of a viscoelastic oscillator via the models involving several fractional parameters and relaxation/retardation times, Computers and
Mathematics with Applications 59(5) (2010), 1727-1744.
101. Rushton, K.R. Large deflection of variable-thickness plates, International Journal of Mechanical Sciences 10 (1968-a), 723-735.
102. Rushton, K.R. Dynamic Relaxation method used for stress analysis, Conf. Recent Advances in Stress Analysis, Royal Aeronautical Society, London, UK (1968-b), 41-46.
103. Rushton, K.R. Postbuckling of tapered plates, International Journal of Mechanical Sciences 11(5) (1969-a), 461-480.
104. Rushton, K.R. Simply supported plates with corners free to lift, Journal of Strain Analysis 4(4) (1969-b), 306-311.
105. Rushton, K.R. Postbuckling of rectangular plates with various boundary conditions, Aeron Quart 21(1970-a), 163-181.
106. Rushton, K.R. Large deflexion of plates with initial curvature, International Journal of Mechanical Sciences 12(12) (1970-b), 1037-1051.
107. Rushton, K.R. Large deflection of plates with unsupported edges, Journal of Strain Analysis 7(1) (1972-a), 44-53.
108. Rushton, K.R. Buckling of laterally loaded plates having initial curvature, International Journal of Mechanical Sciences 14(10) (1972-b), 667-680.
109. Rushton, K.R. and Hook, P.M. Large deflection of plates and beams obeying non-linear stress-strain laws, Journal of Strain Analysis 9(3)(1974), 178-184.
110. Salehi, M. and Aghaei, H. Dynamic Relaxation large deflection analysis of non-axisymmetric circular viscoelastic plates, Computers and Structures 83(23-24) (2005), 1878-1890.
111. Salehi, M. and Shahidi, A. Transverse shear deformability of sector plates: New results, American Society of Mechanical Engineers, Petroleum Division (Publication) 64(8-3) (1994-a), 545-552.
112. Salehi, M. and Shahidi, A. Large deflection analysis of elastic sector Mindlin plates, Computers and Structures 52(5) (1994-b), 987-998.
113. Salehi, M. and Sobhani, A.R. Elastic linear and non-linear analysis of fiber-reinforced symmetrically laminated sector Mindlin plate, Composite Structures 65(1) (2004), 65-79.
114. Salehi, M. and Turvey, G.J. Elastic large deflection response of annular sector plates-a comparison of DR finite-difference, finite element and other numerical solutions, Computers and Structures 40(5) (1991), 1267-
1278.
115. Sarafrazi, S.R. Numerical integration for structural dynamic analysis, PhD Dissertation, Department of Civil Engineering, Ferdowsi University, Mashhad, Iran, 2010.
116. Sauve, R.G. and Badie, N. Non-linear shell formulation for timedependent deformation, ASME Pressure Vessels and Piping Division (Publication) 265(1993), 269-275.
117. Shan, J., Yi, J. and Zheng, Q. Investigation into the behavior of load relieving systems under loading, Gong Cheng Li Xue/Engineering Mechanics 16(3) (1999), 38-42.
118. Shawi, F.A.N. and Mardirosion, A.H. An improved Dynamic Relaxation method for the analysis of plate bending problems, Computers and Structures 27 (1987), 237-240.
119. Sherbourne, A.N. and Murthy, D.N.S. Stresses in disks with variable profile, International Journal of Mechanical Sciences 16(7) (1974), 449-459.
120. Sherbourne, A.N. and Murthy, D.N.S. Bending of circular plates with variable profile, Computers and Structures 11(4) (1980), 355-361.
121. Shmuely, M. and Alterman, Z.S. Three dimensional numerical analysis of stress distribution in the vicinity of a crack tip, Israel Journal of Technology, 9(5) (1971), 523-530.
122. Shoukry, S.N., William, G.W., Riad, M.Y. and McBride, K.C. Dynamic Relaxation: A technique for detailed thermo-elastic structural analysis of transportation structures, International Journal of Computational Methods in Engineering Sciences and Mechanics 7(4) (2006), 303-311.
123. Shugar, T.A. Automated dynamic relaxation solution method for compliant structures, ASME Computer Engineering Division 4 (1991), 1-12.
124. Swan, G. The numerical solution of certain dynamic crack propagation problems, International Journal of Rock Mechanics and Mining Sciences 12(10) (1975), 295-302.
125. Topping, B.H.V. Intuitive form-finding of truss structures, Civil Engineering for Practicing and Design Engineers 3(5) (1984), 491-509.
126. Topping, B.H.V. and Khan, A.I. Parallel computation schemes for Dynamic Relaxation, Engineering computations 11(6) (1994), 513-548.
127. Tsotsos, S. and Hatzigogos, T. Dynamic Relaxation analysis of the foundations of dams and embankments, Bulletin of the International Association of Engineering Geology 20 (1979), 237-239.
128. Tuma, F.Y. and Galletly, G.D. Large-deflection of elastic plates using Dynamic Relaxation, Transactions of the Canadian Society for Mechanical Engineering 2(3) (1973), 121-128.
129. Turvey, G.J. Study of the behavior of square plates at large deflections according to the theories of FOEPPL and Von Karman, Journal of Strain Analysis in Engineering Design 13(1) (1978-a), 11-16.
130. Turvey, G.J. Large deflections of tapered annular plates by Dynamic Relaxation, ASCE Journal of Engineering Mechanics Division 104(2) (1978-b), 351-366.
131. Turvey, G.J. Large deflection of circular plates with affine imperfections, International Journal of Solids and Structures 14(7) (1978-c), 559-569.
132. Turvey, G.J. Axisymmetric elasto-plastic flexure of circular plates in the large deflexion regime, Institute of Civil Engineers, ICE proceedings Journal, USA 67 (1979-a), 81-92.
133. Turvey, G.J. Thickness-tapered circular plates–an elastoplastic large deflection analysis, Journal of structural mechanics 7(3) (1979-b), 247-271.
134. Turvey, G.J. Large deflecion of prestressed/prestrained circular membranes, Institute of Civil Engineers. Part 1 - Design & Construction, ICE proceedings Journal, USA 67 (1979-c), 1121-1126.
135. Turvey, G.J. Study of the effects of imperfections and lay-up antisym metry on the initial flexural failure response of cross-ply strips, Economic Computation and Economic Cybernetics Studies and Research 1 (1980),
291-304.
136. Turvey, G.J. Large deflection cylindrical bending analysis of cross-ply laminated strips, Journal of Mechanical Engineering Science 23(1) (1981),21-29.
137. Turvey, G.J. Axisymmetric elastic large deflection analysis of composite circular plates, Fibre Science and Technology 16(3) (1982-a), 191-217.
138. Turvey, G.J. Axisymmetric flexure of variable thickness circular mindlin plates, International Journal of Structures 2 (1982-b), 81-88.
139. Turvey, G.J. Study of the nonlinear elastic flexure of bimodular compos ite strips, Fibre Science and Technology 16(2) (1982-c), 121-147.
140. Turvey, G.J. and Der Avanessian, N.G.V. Elastic large deflection anal ysis of ring-stiffened circular plates using graded finite-difference, Inter national Conference on Numerical Methods in Engineering: Theory and
Applications Swansea. Wales,UK 7–11 January, 3 (1985), 875-884.
141. Turvey, G.J. and Der Avanessian, N.G.V. Elastic large deflection of circular plates using graded finite-differences, Computers and Structures 23(6) (1986-a), 763-774.
142. Turvey, G.J. and Der Avanessian, N.G.V. DR analysis of beams using graded finite differences, Computers and Structures 22(5) (1986-b), 737-742.
143. Turvey, G.J. and Der Avanessian, N.G.V. Axisymmetric elasto-plastic large deflection response of ring stiffened circular plates, International Journal of Mechanical Sciences 31(11-12) (1989), 905-924.
144. Turvey, G.J. and Der Avanessian, N.G.V. Full-range response of clamped ring-stiffened circular steel plates-comparisons between experiment and theory, Computers and Structures 37(1) (1990), 55-70.
145. Turvey, G.J. and Drinali, H. Elastic postbuckling of orthotropic circular and annular plates with imperfections, The Third Conference of Com posite Structures, Paisley, Scotland, Elsevier Applied Science, London,
England (1985), 315-335.
146. Turvey, G.J. and Drinali, H. Nonlinear first yield analysis of circu lar plates subjected to combined uniform pressure and edge compression, Computers and Structures 63(4) (1997), 769-773.
147. Turvey, G.J. and Lim, G.T. Axisymmetric full-range analysis of trans verse pressure-loaded circular plates, International Journal of Mechanical Sciences 26(9-10) (1984-a), 489-502.
148. Turvey, G.J. and Lim, G.T. On the degradation of elastic integrity in transverse pressure loaded circular steel plates, 20th Annual British Society for Strain Measurement Conference on Structural Integrity, Lancaster
University, Lancaster, UK (1984-b).
149. Turvey, G.J. and Lim, G.T. A parametric study of the axisymmetric full-range response of thickness-tapered circular steel plates, Computers and Structures 22(3) (1986), 459-468.
150. Turvey, G.J. and Osman, M.Y. Large deflection analysis of orthotropic Mindlin plates, ASME, Petroleum Division (Publication) 24(1988), 163-172.
151. Turvey, G.J. and Osman, M.Y. Large deflection initial failure analysis of angle-ply laminated plates, Composite Structures 25(1-4) (1993), 529-539.
152. Turvey, G.J. and Osman, M.Y. Elastic and initial flexural failure anal ysis of unsymmetrically laminated cross-ply strips, Composites Part B: Engineering 7(5) (1996), 505-518.
153. Turvey, G.J. and Salehi, M. DR large deflection analysis of sector plates, Computers and Structures 34(1) (1990), 101-112.
154. Turvey, G.J. and Salehi, M. Circular plates with one diametral stiffener - An elastic large deflection analysis, Computers and Structures 63(4)(1997), 775-783.
155. Turvey, G.J. and Salehi, M. Large deflection analysis of eccentrically stiffened sector plates, Computers and Structures 68(1-3) (1998), 191-205.
156. Turvey, G.J. and Salehi, M. Elasto-plastic response of uniformly loaded sector plates: Full-section yield model predictions and spread of plasticity, Computers and Structures 79(26-28) (2001), 2335-2348.
157. Turvey, G.J. and Salehi, M. Annular sector plates: Comparison of full section and layer yield predictions, Computers and Structures 83(28-30)(2005), 2431-2441.
158. Turvey, G.J. and Wittrick, W.H. Large deflection and post-buckling be havior of some laminated plates, Aeron Quart 24(2) (1973), 77-86.
159. Wakefield, D.S. Engineering analysis of tension structures: Theory and practice, Engineering Structures 21(8) (1999), 680-690.
160. Wan-lin, D. and Xiao-qing, H. A study of the post-buckling path of cylindrically curved panels of laminated composite materials during loading and unloading, Applied Mathematics and Mechanics 11(7) (1990), 651-
657.
161. Webb, S.E. and Dowling, P.J. Large-deflection elasto-plastic behavior of discretely stiffened plates, Institute of Civil Engineers. Part 1 - Design & Construction, ICE proceedings Journal, USA 69(2) (1980), 375-401.
162. Wu, X.S. and Deng, H. Form finding of slack cable-bar assembly by Dynamic Relaxation method, Jisuan Lixue Xuebao/Chinese Journal of Computational Mechanics 25(2) (2008), 229-236.
163. Xiao-qing, H. and Hong, Z. Influence of compression-bending coupling on the stability behavior of anisotropic laminated panels, Applied Mathematics and Mechanics 20(1) (1990), 18-26.
164. Xiao-qing, H. and Wan-lin, D. Effects of transverse shear on the nonlinear bending of rectangular plates laminated of bimodular composite materials, Applied Mathematics and Mechanics 8(1) (1987), 81-88.
165. Ye, J.H. and Zhou, S.L. The modified Dynamic Relaxation method for form-finding of membrane structures, Gongcheng Lixue/Engineering Mechanics 25(12) (2008), 194-201.
166. Zhang, H. and Shan, J. Form-finding of prestressed cable and membrane structures by Dynamic Relaxation, Gongcheng Lixue/Engineering Mechanics 19(2) (2002), 41-44.
167. Zhang, L., Maurin, B. and Motro, R. Form-finding of nonregular tensegrity systems, Journal of Structural Engineering 132(9) (2006), 1435-1440.
168. Zhang, L.C. Numerical an alysis of the shape effect on the tensile strength evaluation of axisymmetric specimens, International Journal of Numerical Analysis Methods in Geomechanics 15(4) (1991), 241-250.
169. Zhang, L.C., Yu, T.X. and Wang, R. A new approach of predicting bifurcation points of elastic-plastic buckling of plates and shells, Acta Mechanica Sinica 5(2) (1989-a), 145-151.
170. Zhang, L.C., Yu, T.X. and Wang, R. Investigation of sheet metal forming by bending-Part I. Axisymmetric elastic-plastic bending of circular sheets pressed by cylindrical punches, International Journal of Mechanical Sciences 31(4) (1989-b), 285-300.
171. Zhao, C.B., Peng, S.L., Liu, L.M., Hobbs, B.E. and Ord, A. Effective loading algorithm associated with explicit Dynamic Relaxation method for simulating static problems, Journal of Central South University of Technology 16(1) (2009), 125-130.
172. Zienkiewicz, O.C. and Lohner, R. Accelerated Relaxation or direct solution future prospects for FEM, International Journal of Numerical Methods Engineering 21(1) (1985), 1-11.
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