Citation: I. Elishakoff et R. Becquet, Closed-form solutions for natural frequency for inhomogeneous beams with one sliding support and the other clamped, J SOUND VIB, 238(3), 2000, pp. 540-546
Citation: I. Elishakoff, Resurrection of the method of successive approximations to yield closed-form solutions for vibrating inhomogeneuos beams, J SOUND VIB, 234(2), 2000, pp. 349-362
Citation: I. Elishakoff et O. Rollot, New closed-form solutions for buckling of a variable stiffness column by Mathematica (R) (vol 224, pg 172, 1999), J SOUND VIB, 233(2), 2000, pp. 367-367
Citation: I. Elishakoff, Both static deflection and vibration mode of uniform beam can serve as a buckling mode of a non-uniform column, J SOUND VIB, 232(2), 2000, pp. 477-489
Citation: M. Zingales et I. Elishakoff, Anti-optimization versus probability in an applied mechanics problem: Vector uncertainty, J APPL MECH, 67(3), 2000, pp. 472-484
Citation: F. Tonon et al., Concept of random sets as applied to the design of structures and analysisof expert opinions for aircraft crash, CHAOS SOL F, 10(11), 1999, pp. 1855-1868
Citation: I. Elishakoff et Yj. Ren, The bird's eye view on finite element method for structures with large stochastic variations, COMPUT METH, 168(1-4), 1999, pp. 51-61
Citation: I. Elishakoff et O. Rollot, New closed-form solutions for buckling of a variable stiffness column by mathematica (R), J SOUND VIB, 224(1), 1999, pp. 172-182
Citation: I. Elishakoff et al., Refined theories may be needed for vibration analysis of structures with overhang, INT J SOL S, 36(24), 1999, pp. 3581-3589
Citation: N. Impollonia et I. Elishakoff, Behavior of stochastic shear beams under random loading via stochastic variational principles, CHAOS SOL F, 9(12), 1998, pp. 1983-1996
Citation: Yj. Ren et I. Elishakoff, Flexibility-based finite element analysis for structures with random material properties, J APPL MECH, 65(4), 1998, pp. 908-913