All Stories

  1. Dependence of the first natural frequency of the trussed frame on the number of panels: Analytical solution
  2. Analytical calculation of deformations of a truss for a long span covering
  3. Behaviour of a Space Inverted Triangular Steel Truss
  4. Calculation of deformations of a cantilever-frame planar truss model with an arbitrary number of panels
  5. Analytical calculation of the combined suspension truss
  6. Analytical calculation of the deflection of an externally statically indeterminate lattice truss
  7. Parallelogram Mechanism with Any Number of Sections
  8. Analytical calculation of the deflection of the lattice truss
  9. Deflection of a beam truss
  10. Inductive analysis of the deflection of a beam truss allowing kinematic variation
  11. The formula for determining the deflection of the truss with an arbitrary number of panels
  12. Analysis of the buckling of spatial truss with cross lattice
  13. The analysis of the degenerate case
  14. The exact formulas for calculating deflection and forces in the rods truss "Molodechno" with an arbitrary number of panels
  15. Stability of elements of designs in a creep condition: manual. Part 1. Rods
  16. Analysis of the deflection of a strut-type lattice girder truss
  17. Mathematical model of the truss with hardening elements
  18. Discrete model of the pile foundation
  19. Deflection analysis of rectangular spatial coverage truss
  20. Bending, torsion and asymptotic analysis of the cantilever bar
  21. Analysis of the effect of elastic deformation of the mast on the positioning of antenna and radar equipment
  22. Stress distribution instability in the plane problem of the theory of elasticity of heterogeneous bodies
  23. Static calculation and analysis of spatial rod system
  24. Singular points of the creep deformation and buckling of a column
  25. Singular points of deformation process and creep buckling of a cylindrical shell
  26. Buckling of a ductile column under rigid loading
  27. Initial transgritical behavior in a compressed rod under creep conditions
  28. Effect of the choice of creep instability criterion on the solution of the problem of optimizing rod-shaped structures
  29. Instability of a spherical body under uniform loading