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1.	Original version of the author's contribution in proceedings, page , section SOL.: PDF Buckling and postbuckling behaviour of stainless steel stayed double crossarm prestressed compression elements Píchal, R. ; Macháček, J. Prestressed stayed columns with two crossarms are investigated for stability and maximal loading capacity. First, analytical geometrical derivation of minimal and maximal [...] Detailed record - Similar records
2.	Original version of the author's contribution in proceedings, page 774, section REL.: PDF EXPERIMENTAL AND NUMERICAL STUDY OF STAYED STEEL COLUMNS Pichal, R. ; Machacek, J. The numerical model of stainless steel stayed columns validated by tests is presented. 3D geometrical and material analysis including initial imperfections (GMNIA) is use [...] Detailed record - Similar records
3.	Original version of the author's contribution as presented on CD, id 111, section REL.: PDF 3D STABILITY OF PRESTRESSED STAYED COLUMNS Píchal, R. ; Machacek, J. 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 [...] Detailed record - Similar records
4.	Original version of the author's contribution as presented on CD, paper No. 81.: PDF STUDY ON SHEAR CONNECTION BETWEEN BRIDGE STEEL TRUSS AND CONCRETE SLAB Machacek, J. ; Charvat, M. 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 [...] Detailed record - Similar records

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