Vladimir Lalin
  • Position
    Professor
  • Affiliation
    Peter the Great St. Petersburg Polytechnic University
  • Degree
    Doctor of Technical Sciences
  • 29 Politechnicheskaya St., St. Petersburg, 195251, Russia

Bending of geometrically nonlinear cantilever beam. Results obtained by Cosserat – Timoshenko and Kirchhoff’s rod theories

Structural mechanics
  • Year: 2015
  • Issue: 1
  • 163
  • 6268
  • Pages: 39-55

Variational formulations for non-linear problems with independent rotational degrees of freedom

Structural mechanics
  • Year: 2015
  • Issue: 4
  • 52
  • 3367
  • Pages: 54-65

The effect of construction joints and cracks on the stress-strain state of the arch-gravity dam

Hydraulic engineering
  • Year: 2013
  • Issue: 5
  • 15
  • 2960
  • Pages: 76-85

Variational functionals for two-dimensional equilibrium and stability problems of Cosserat-Timoshenko elastic rods

Structural mechanics
  • Year: 2013
  • Issue: 1
  • 25
  • 3332
  • Pages: 87-96

A model of continuous granular medium. Waves in the reduced Cosserat continuum

Monitoring and testing of buildings and structures
  • Year: 2012
  • Issue: 5
  • 20
  • 3229
  • Pages: 65-71

About the continuous spectrum of vibrations of beam construction elements under high-frequency effects

Structural mechanics
  • Year: 2012
  • Issue: 1
  • 13
  • 3056
  • Pages: 91-97

The Finite Elements Research for Calculation of Thin-Walled Bar Systems

Structural mechanics
  • Year: 2012
  • Issue: 1
  • 50
  • 3597
  • Pages: 53-73

The finite elements for design of building walling made of thin-walled beams

Structural mechanics
  • Year: 2011
  • Issue: 8
  • 58
  • 3578
  • Pages: 69-80

Modern calculation methods of trunk pipelines, SOFiSTiK

Hydraulics and Engineering Hydrology
  • Year: 2010
  • Issue: 3
  • 45
  • 3016
  • Pages: 43-47

The effect of perforations on the deformability of welded beam with corrugated webs

Structural mechanics
  • Year: 2019
  • Issue: 3
  • 124
  • 3923
  • Pages: 18-34

The semi-shear theory of V.I. Slivker for the stability problems of thin-walled bars

Structural mechanics
  • Year: 2019
  • Issue: 3
  • 139
  • 4177
  • Pages: 66-79

Static accounting of highest modes in problems of structural dynamics

Building constructions, buildings and structures
  • Year: 2019
  • Issue: 4
  • 311
  • 5074
  • Pages: 3-13

Nonlinear deformation and stability of geometrically exact elastic arches

Building constructions, buildings and structures
  • Year: 2019
  • Issue: 5
  • 196
  • 4551
  • Pages: 39-51

Сoordinate functions quadratic approximation in V.I. Slivker's semi-shear stability theory

Building constructions, buildings and structures
  • Year: 2019
  • Issue: 5
  • 130
  • 3514
  • Pages: 115-128

Mixed finite-element method in V.I. Slivker’s semi-shear thin-walled bar theory

Building constructions, buildings and structures
  • Year: 2019
  • Issue: 5
  • 170
  • 3948
  • Pages: 79-93

Methodology for calculation and design of earthquake-resistant vibroisolated turbine foundations

Grounds and foundations, underground structures
  • Year: 2021
  • Issue: 2
  • 153
  • 3429
  • Pages: 10205-10205

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