The Institute of Theoretical and Applied Mechanics 4 records found  Search took 0.07 seconds. 
1.
Prestressed stayed columns with two crossarms are investigated for stability and maximal loading capacity. First, analytical geometrical derivation of minimal and maximal [...]
2.
The numerical model of stainless steel stayed columns validated by tests is presented. 3D geometrical and material analysis including initial imperfections (GMNIA) is use [...]
3.
A geometrically nonlinear analysis of the buckling and post-buckling behavior of the stayed columns is employed using FEM and ANSYS software. The buckling of these member [...]
4.
Behaviour of shear connection between steel and concrete parts of steel and concrete composite truss bridges from elastic phase up to plastic collapse is presented. The p [...]

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4 Machacek, J.
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