Nonlinear Discrete-Continuous Models in Dynamic Investigations of Plane Truss Members
J.M. GERE and W. WEAVER, Analysis of framed structures, D.Van Nostrand Company, Inc., New York 1965.
W. NADOLSKI and A. PIELORZ, The use of elastic waves in dynamic investigations of plane truss members, The Arch. of Mech. Engng., 43, 105–123, 1996.
A. NIEMIERKO, On the trusses [in Polish], WKiŁ, Warsaw 1987.
W. GUTKOWSKI, J. BAUER and Z. IWANOW, Explicit formulation of Kuhn–Tucker necessary conditions in structural optimization, Computers and Structures, 37, 753–758, 1990.
U. BERNHARD and W. HAUGER, The propagation of waves in impact–loaded spatial trusses, Arch. Appl. Mech., 63, 556–566, 1993.
T.P. DESMOND, Theoretical and experimental investigation of stress waves in junction of three bars, J. Appl. Mech., 48, 148–154, 1981.
J.P. LEE, Elastic waves produced by longitudinal impact on system with symmetrically branched rods, Int. J. Solids Structures, 8, 699–707, 1972.
P. HAGEDORN, Non-linear oscillations, Clarendon Press, Oxford 1981.
A. PIELORZ, Dynamic analysis of a nonlinear discrete-continuous torsional system by means of wave method, ZAMM, 75, 691–698, 1995.
Copyright © 2014 by Institute of Fundamental Technological Research
Polish Academy of Sciences, Warsaw, Poland