1: Material Modelling for Cyclic Plasticity and Damage. The modified multisurface hardening model and its application to cyclic loading problems; Z. Mroz, P. Rodzik. Structures consisting of two-phase materials under thermomechanical loads; T. Siegmund, E. Werner, F.D. Fischer. Shakedown for systems of kinematic hardening materials; E. Stein, Y.J. Huang. Related mathematical models for solids and structures deformation and failure processes under repeated loading; D.A. Gokhfeld, O.S. Sadakov, O.F. Cherniasvsky. Nonlinear behaviour of low-plastic structures; A. Cherniavsky. 2: General Theory of Accommodated Inelastic Structures under Variable Loads. Elastic-viscoplastic solids subjected to thermal and loading cycles; G. Polizzotto. Some basic elements of the shakedown theory; B. Nayroles. A variational deduction of upper and lower bound shakedown theorems by Markov's and Hill's principles over a cycle; G. de Saxce. Influence of cyclic creep on the upper bound to shakedown inelastic deflections; S. Dorosz. On shakedown theorems in the presence of Signorini conditions and friction; J.J. Telega. On theorems of adaptation of elastic-plastic structures; J. Saczuk. Extrememum problems in shakedown theory; J. Kamenjarzh. 3: Influence of Geometrical Changes on Cyclic Response of Structures. Geometric effects on shakedown and ratchetting of axisymmetric cylindrical shells subjected to variable thermal loading; G. Maier, L.G. Pan, U. Perego. Shakedown of shells undergoing moderate rotations; J. Gross-Weege, D. Weichert. Limit, shakedown, post-yield and inadaptation analyses of discrete plastic structures; A. Siemaszko. Constitutive model and incremental shakedown analysis in finiteelastoplasticity; H. Stumpf. Case studies on the influence of geometric effects on the shakedown of structures; J.B. Tritsch, D. Weichert. Discussion of the chaotic behaviour of an elastic-plastic structure; F. Bontempi, F. Casciati. 4: Numerical Techniques Applied to Industrial Problems, Damaged Structures. Inadaptation mechanisms in bellows subject to sustained pressure and cyclic axial loadings in terms of finite deformations; B. Skoczen, J. Skrzypek. Min-max approach to shakedown and limit load analysis for elastic perfectly plastic and kinematic hardening materials; J. Zwolinski. An indirect incremental method for a shakedown analysis based on the min-max approach; S. Pycko. Slackened systems under variable loads; A. Gawecki, P. Kruger. Plastic analysis and design of skeletal structures accounting for their sensitivity to ratchetting; H.M. Bondok, M. Janas. Shakedown of rail corrugations; W. Gambin. Steady cyclic state of a structure: methods of its direct determination; D.A. Gokhfeld, O.S. Sadakov. An improved boundary element analysis for the bending of a thin plate with a crack; O. Mahrenholtz, Pin Lu. Stability of pavement structures under long term repeated loading; L. Raad, D. Weichert.