. . . . "Stability of Continuous Composite Bridge Girder"@en . "S" . "Stabilita spojit\u00E9ho ocelobetonov\u00E9ho mostn\u00EDho nosn\u00EDku" . "Sborn\u00EDk semin\u00E1\u0159e doktorand\u016F katedry ocelov\u00FDch a d\u0159ev\u011Bn\u00FDch konstrukc\u00ED" . . . "Stabilita spojit\u00E9ho ocelobetonov\u00E9ho mostn\u00EDho nosn\u00EDku"@cs . "Stabilita spojit\u00E9ho ocelobetonov\u00E9ho mostn\u00EDho nosn\u00EDku"@cs . . . . . "\u010Cesk\u00E9 vysok\u00E9 u\u010Den\u00ED technick\u00E9 v Praze. Fakulta stavebn\u00ED. Katedra ocelov\u00FDch a d\u0159ev\u011Bn\u00FDch konstrukc\u00ED" . "Stabilita spojit\u00E9ho ocelobetonov\u00E9ho mostn\u00EDho nosn\u00EDku" . "1"^^ . . "This paper is focused on composite bridges consisting of several parallel I beams connected to a concrete deck. One of the main tasks for this kind of structure is to assure stability. Lateral buckling can occur in the hogging bending regions over the inner support. The mode of buckling is not lateral torsional, because the section web distorts. The phenomenon is usually called lateral distortional buckling (LDB). Because there is no analytical solution for this kind of buckling, the inverted U-frame method is commonly used for approximation. This method has been continuously improved, but still a better precision should be gained. There is a parametrical study on a model of composite bridge girders developing by Author and some preliminary results are discussed in this paper." . "21110" . "1"^^ . . "\u0158eho\u0159, Filip" . "This paper is focused on composite bridges consisting of several parallel I beams connected to a concrete deck. One of the main tasks for this kind of structure is to assure stability. Lateral buckling can occur in the hogging bending regions over the inner support. The mode of buckling is not lateral torsional, because the section web distorts. The phenomenon is usually called lateral distortional buckling (LDB). Because there is no analytical solution for this kind of buckling, the inverted U-frame method is commonly used for approximation. This method has been continuously improved, but still a better precision should be gained. There is a parametrical study on a model of composite bridge girders developing by Author and some preliminary results are discussed in this paper."@en . "RIV/68407700:21110/14:00218606" . . "Lateral Buckling; Distortion; Composite Structures; U-frame; Girders; Distortion"@en . "RIV/68407700:21110/14:00218606!RIV15-MSM-21110___" . . . "978-80-01-05522-9" . "46933" . . "This paper is focused on composite bridges consisting of several parallel I beams connected to a concrete deck. One of the main tasks for this kind of structure is to assure stability. Lateral buckling can occur in the hogging bending regions over the inner support. The mode of buckling is not lateral torsional, because the section web distorts. The phenomenon is usually called lateral distortional buckling (LDB). Because there is no analytical solution for this kind of buckling, the inverted U-frame method is commonly used for approximation. This method has been continuously improved, but still a better precision should be gained. There is a parametrical study on a model of composite bridge girders developing by Author and some preliminary results are discussed in this paper."@cs . "4"^^ . "Stability of Continuous Composite Bridge Girder"@en . "2014-03-19+01:00"^^ . "[03E91986D73F]" . . "Praha" . "Praha" .