Calculation of the plane frame
Resolution 1024x738
Go to:
Plane frame structure analytical model is formed.
Beam structure
Resolution 1280x800
Go to:
Formation of analytical model. Static analysis. Checking of buckling. Wind pulsation and seismic. Time-dependet dynamic effect. Stationary random effect. Loadings combinations.
Calculation of shprengel truss
Resolution 1280x800
Go to:
Static analysis, general stability, local stability, buckling lengths, cross-section check.
Wind resonance
Resolution 1280x800
Go to:
Building a chimney model. Calculation of wind pulsation and the wind resonance. Selection and verification of the dynamic vibration absorber.
The calculation of the bunker. Formation of a analytical model
Resolution 1024x738
Go to:
The formation of planes. Work with layers. Working with three-dimensional image.
The mast on the guys
Resolution 1280x1024
Go to:
Formation of an analytical model. Static analysis. Check of buckling. Calculation of the wind pulsation. Guys tension adjustment.
Calculation of the cable grid net
Resolution 1280x800
Перейти:
Dynamic analysis of a loose sagging cable grid net under the influence of a massive object falling into it.
Mast on guy lines - new features
Resolution 1280x800
Перейти:
Antennas, groups of objects, hang-ups and natural frequencies of the ropes, correct consideration of the dynamic properties of the ropes.
The calculation of unit of frame construction
Resolution 1280x1024
Go to:
Formation of a finite element analytical model of structure unit. Static analysis.
Buckling of the shell
Resolution 1280x1024
Go to:
Formation of an analytical model. Check of buckling – nonlinear analysis. Determination of the lower boundary of the buckling critical parameter.
Calculation of multistorey building
Resolution 1280x800
Go to:
Forming the building beam structure. РWorking with layers. Loading surfaces. Ststic analysis. Checking of the buckling.
Checking of the wall-beam buckling
Resolution 1280x997
Time ~ 6 min
Checking of the wall-beam buckling. Working with tree-coded menu.
Plate bending
Resolution 1280x997
Time ~ 6 min
The rectangular plate with cutouts is formed. A finite element mesh is generated automatically. The analysis of the plate loaded by the normal pressure is performed.
Dynamic movable load
Resolution 1280x1024
Go to:
Routes of moving loads. lines of influence. Influence of dynamic loads onto the structure.
Calculation of plate
Resolution 1024x738
Go to:
Generation and calculation of a plane figure (audio commentary).
The intersection of the conical and cylindrical shells
Resolution 1280x1024
Time ~ 6 min
Construct the intersection of two shells of revolution. Performs static analysis.
The formation of several beam cross-sections
Resolution 1280x1024
Time ~ 5 min
Arbitrary cross-sections. Loads. Forces giagrams. Shear center.
Buckling of the wall-beam
Resolution 1280x1024
Time ~ 2 min
Checking of the wall-beam buckling.
Concentrator creation on the regular shell
Resolution 1280x1024
Time ~ 9 min
Section of a paraboloid by cylinder. Working with the layers. Static analysis.
Hyperboloid of revolution is cut by two planes
Resolution 1280x1024
Time ~ 3 min
Create a hyperboloid of revolution. Section by two planes.
Shell generating by translation
Resolution 1280x1024
Time ~ 2 min
Generation of surface by translating the ellipse along the X axis with the rotation and compression.
The impulse applied to the shell
Resolution 1280x1024
Time ~ 6 min
Influence of impulse load onto the shell. Stationary random effect. Stresses and displacements.
Dents model on the tubular shaft
Resolution 1280x800
Time ~ 6.5 min
A finite element model of a dent on the cylindrical shell is constructed
Construction of diagrams of warping and bimoment
Resolution 1280x800
Time ~ 17 min
The finite element scheme of the frame unit is formed. Construct the diagrams of warping and bimoment on finite element models of rods.
Cable bridge monitoring
Resolution 1280x800
Time ~ 17 min
Reduction of cable tension measurements to a uniform temperature. Rope tension adjustment.
Vibration monitoring
Resolution 1280x800
Time ~ 17 min
Assessment of functionality of a structure exposed to various vibration loads.