[1] Volokh K.Yu., Vilnay O., Averbuh I., Dynamics of cable structures, Journal of Engineering Mechanics, 129, 2, 175 - 180, (2003).
[2] Volokh K.Y., Vilnay O., Belsky M., Cell cytoskeleton and tensegrity, biorheology, 39, 1-2, 63-67, (2002).
[3] Volokh K.Y., Vilnay O., On the prediction of geometrical non-linearity of slender structures, Communications in Numerical Methods in Engineering, 17, 1, 19 - 29, (2001).
[4] Volokh K.Y., Vilnay O., Belsky M., Tensegrity architecture explains linear stiffening and predicts softening of living cells, Journal of Biomechanics, 33, 12, 1543-1549, (2000).
[5] Volokh K.Yu., Vilnay O., Pin-pointing solution of ill-conditioned square systems of linear equations, Applied Mathematics Letters, 13, 7, 119-124, (2000).
[6] Volokh K.Yu., Vilnay O., Plane frames as semi-underconstrained systems, International Journal of Mechanical Sciences, 42, 6, 1119-1134, (2000).
[7] Volokh K.Yu., Vilnay O., Why pre-tensioning stiffens cable systems, International Journal of Solids and Structures, 37, 13, 1809-1816, (2000).
[8] Alpar-Engelhardt L., Vilnay O., Sparse plate-trusses, International Journal of Space Structures, 13, 3, 113 - 125, (1998).
[9] Volokh K., Vilnay O., Different features of a stability problem of underconstrained structures, Journal of Applied Mechanics-Transactions of the ASME, 64, 4, 923-928, (1997).
[10] Volokh K.Yu., Vilnay O., New classes of reticulated underconstrained structures, International Journal of Solids and Structures, 34, 9, 1093-1104, (1997).
[11] Volokh K. Yu., Vilnay O., 'Natural', 'kinematic' and 'elastic' displacements of underconstrained structures, International Journal of Solids and Structures, 34, 8, 911 - 930, (1997).
[12] Volokh K.Yu., Vilnay O., “natural”, “kinematic” and “elastic” displacements of underconstrained structures, Int. J. Solids Struct. (UK), 34, 8, 911 - 30, (1997).
[13] Frostig Y., Baruch M., Vilnay O., Sheinman I., High-order theory for sandwich-beam behavior with transversely flexible core, Journal of Engineering Mechanics, 118, 5, 1026 - 1043, (1992).
[14] Levy R., Vilnay O., Acheampong K.B., Exact geometry considerations in buckling analysis of trusses, Computers & Structures, 41, 6, 1241-1248, (1991).
[15] Frostig Y., Baruch M., Vilnay O., Sheinman I., Bending of Nonsymmetric Sandwich Beams with Transversely Flexible Core, Journal of Engineering Mechanics-asce, 117, 9, 1931-1952, (1991).
[16] Vilnay O., design of tensegric shells, Journal of Structural Engineering-asce, 117, 7, 1885-1896, (1991).
[17] Vilnay O., Rogers P., Statical and dynamical response of cable nets, International Journal of Solids and Structures, 26, 3, 299-312, (1990).
[18] Vilnay O., Behaviour of a web plate loaded in shear, Thin-Walled Structures, 10, 2, 161 - 174, (1990).
[19] Burt C., Evans H., Vilnay O., Further Experimental Studies of the Collapse of Welded Aluminum Plate Girders, Thin-Walled Structures, 8, 1, 19-39, (1989).
[20] Vilnay O., Burt C., the Shear Effective Width of Aluminum Plates, Thin-Walled Structures, 6, 2, 119-128, (1988).
[21] Vilnay O., Dynamical Behavior of Three-voussoir Arch. Journal of Structural Engineering, 114, 5, 1173 - 1186, (1988).
[22] Vilnay O., Characteristics of Cable Nets. Journal of Structural Engineering, 113, 7, 1586 - 1599, (1987).
[23] Vilnay O., Self-adjoint Association Mechanism with Analysis Capacity. Cybernetica, 30, 4, 29 - 38, (1987).
[24] Vilnay O., Self-adjoint association mechanism with analysis capacity, Cybernetica (Belgium), 30, 4, 29 - 38, (1987).
[25] Vilnay O., Cheung S., Stability of masonry arches. Journal of Structural Engineering, 112, 10, 2185 - 2199, (1986).
[26] Vilnay O., Self-adjoint Association Mechanism. Cybernetica, 29, 1, 59 - 67, (1986).
[27] Vilnay O., Buckling of masonry arches, Proceedings of the Institution of Civil Engineers Part 2-research and Theory, 77, MAR, 33-41, (1984).
[28] Vilnay O., Calladine C.R., Discussion of `Modal stiffness of a pretensioned cable net', by C.R. Calladine. International J. Solids Structures 18, 829-846 (1982) [and reply], Int. J. Solids Struct. (UK), 20, 4, 411 - 16, (1984).
[29] Vilnay O., Benarroyo A., Racah E., Prestressed Steel Grid Erected with Bent Forms, Journal of the Structural Division-asce, 108, 3, 579-590, (1982).
[30] Vilnay O., Determinate tensegric shells, Journal of the Structural Division-asce, 107, 10, 2029-2033, (1981).
[31] Vilnay O., Design of Modal Control of Structures, Journal Of The Engineering Mechanics Division Asce, 107, 5, 907-915, (1981).
[32] Vilnay O., Nissim Y., Improving the performance of missiles by balance loads, J. Spacecr. Rockets (USA), 14, 7, 445 - 6, (1977).
[33] Vilnay O., The energy and the displacement field around an edge dislocation according to Ritz method, Cryst. Lattice Defects (UK), 7, 3, 157 - 9, (1977).
[34] Vilnay O., Measuring the displacement field inside a stressed sample, Appl. Opt. (USA), 16, 4, 813 - 14, (1977).