Articles
Asymptotic Methods in the Theory of Perforated Membrane of Nonhomogeneous Structure | |
I.V. Andrianov, G.A. Starushenko | 5-18 |
Natural Frequencies of a Cantilever Timoshenko Beam With a Tip Mass | |
N.M Auciello | 19-26 |
Plane Contact of a Cylindrical Opening Stiffened by a Thin Shell | |
D. Bardzokas, G.E. Exadaktylos | 27-44 |
An Interactive Program for Shape Optimization of Sections Under Saint-Venant Torsion Using Boundary Element Method | |
P. Berkowski, J.M. Sieczkowski, M. Doblaré, L. Garcia | 45-70 |
Computer Analysis of Damage Development in Rectangular Plates | |
J. Białkiewicz, P. Mika | 71-82 |
On the Stress Distrubution in Bending of Strongly Anisotropic Beams | |
A. Blinowski, J. Ostrowska-Maciejewska | 83-99 |
Kinematic Approach to Dynamic Contact Problems - The Geometrical Soft Way Method | |
C. Bohatier, Cz. Bajer | 101-111 |
Internal and Combination Resonances in a Kinematically Excited System of Non-Prismatic Rods | |
A. Foryś, A.S. Foryś | 113-136 |
Shape Optimization of 2D Elastic Structures Using Adaptne Grids | |
W. Gutkowski, J. Zawidzka | 137-150 |
The Effect of Masonry Cracks on the Composite Action Between Steel Lintels and Masonry Walls | |
S.J. Hardy | 151-167 |
On the Energetically Most Efficient Trajectories for the Heavy Machine Shoving Process | |
A. Jarzębowski, J. Maciejewski, D. Szyba, W. Trąmpczyński | 169-182 |
A Comparative Study of Vibrations of Elasto-Viscoplastic Shells and Plates | |
P. Kłosowski, K. Woźnica, D. Weichert | 183-204 |
Transport Equation for Shock Strenght in Hyperelastic Rods | |
S. Kosiński | 205-224 |
Finite Element Model for 3-D Analysis of Composite Plates | |
M. Lefik | 225-244 |
Modelling of Strain Field in Extrusion by Die Geometry | |
W. Libura | 245-257 |
Dynamic Calculation of the Youth Bridge Over the Danube River in Bratislava | |
J. Melcer | 259-277 |
Rail on Linear Stochastics Supports | |
M. Moravčík | 279-296 |
Some New Developments in Contact Pressure Optimization | |
I. Páczelt | 279-312 |
Knowledge-Based Discrete Optimalization of Truss Structures | |
M. Pyrz | 313-325 |
The 18G2A Steel (Construction Steel) Cyclic Behaviour in the Case of Complex Uniaxial Loading | |
E. Sender, W. Trąmpczyński | 327-355 |