S. Kaliszky

发表

Optimal plastic limit and shake-down design of bar structures with constraints on plastic deformation

János Lógó, S. Kaliszky, J. Lógó, 1997 .

Optimum design of plastic bar structures for shakedown and dynamic loading

S. Kaliszky, I. Knebel, 1986 .

Layout optimization of disks by the use of rigid-plastic element model

János Lógó, S. Kaliszky, 2002 .

LIMIT ANALYSIS OF LARGE PANEL BUILDINGS AND THE SUBGRADE

S. Kaliszky, 1981 .

Optimal design of elasto-plastic structures subjected to normal and extreme loads

János Lógó, S. Kaliszky, 2006 .

OPTIMAL DESIGN OF ELASTIC BAR STRUCTURES SUBJECT TO DISPLACEMENT CONSTRAINTS AND PRESCRIBED INTERNAL AND REACTION FORCES

L. Berke, S. Kaliszky, I. Knebel, 1985 .

OPTIMAL DESIGN OF ELASTO-PLASTIC STRUCTURES UNDER VARIOUS LOADING CONDITIONS AND DISPLACEMENT CONSTRAINTS

János Lógó, S. Kaliszky, T. Havady, 1989 .

Optimal Design of Dynamically Loaded Rigid-Plastic Structures. Application: Thick-Walled Concrete Tube

S. Kaliszky, M. Heinloo, 1981 .

Approximate solutions for impulsively loaded inelastic structures and continua

S. Kaliszky, S. Kaliszky, 1970 .

Elastoplastic Analysis with Limited Plastic Deformations and Displacements

S. Kaliszky, S. Kaliszky, 1996 .