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1.
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Critical analysis of the plastic resistance of I- and H-sections under interaction of bending moment a bimoment in the prEN 1993-1-1, 2017. Improvement proposals for the [...]
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2.
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Critical analysis of definitions of shear areas of I- and H-sections. Results of the large parametrical study. Improvement proposals for the new generation of Eurocodes E [...]
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3.
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The continuous strength method (CSM) is a deformation-based design approach that allows a rational exploitation of strain hardening. This paper describes the development [...]
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4.
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Theoretical investigation of 8 m long steel experimental model of one cell trapezoidal box-girder under four symmetrically arranged transverse forces. Buckling of wide fl [...]
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5.
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Steel experimental trapezoidal box-girder loaded by two pairs of antisymmetrical transverse forces. Torsional and distortional cross-section properties of exact and simpl [...]
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Derivation of the basic formulae for determination of the flexural buckling resistance of frames with members with non-uniform cross-sections and/or non-uniform axial com [...]
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The results of original procedure concerning calculation of the values of the critical moments Mcr using approximate formulae convenient for educational and standardizati [...]
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8.
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Resistance of aluminium plated structural elements under interaction between bending moment and shear force according to EN 1999-1-1 compared with various interaction for [...]
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9.
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Resistance of steel plated structural elements under interaction between bending moment and shear force according to EN 1993 compared with former national Slovak standard [...]
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10.
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Transverse force denotes the load which is applied perpendicular to the flange in the plane of the web. The loading is usually free and transient, as for crane runway gir [...]
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