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Bridge across Bystrica creek

By Pavel Nani

Abstract

The subject of my diploma thesis is a detailed static calculation of the post-tensioned concrete road bridge across Bystrica creek near Banska Bystrica in Slovakia. The bridge is element of turning ramp a motorway R1. The spatial curvature continuous bridge has 9 fields. It was made a spatial curvature computational model of the bridge for a structural analysis. The model was comparison with a straight computational model of the bridge. It is made comparison effect of the construction bridge in stages on the size of the internal forces too. The load-bearing structure was checked according to CSN EN 1992-1-1, CSN EN 1992-2 and CSN 73 6214

Topics: load; mezní stav únosnosti; T-section; časově závislá analýza; ultimate limit state; smršťování betonu; spojitý nosník; dotvarování betonu; torsion; kroucení; continuous bridge; effect of modelling; fázovaná výstavba; shrinkage of concrete; effect of stage; dodatečné předpětí; zatížení; mezní stav použitelnosti; creep of concrete; trámový most; service limit state; post-tensioned; beam bridge; T-průřez; vliv výstavby; time dependent analysis; vliv modelování; stage construction
Publisher: Vysoké učení technické v Brně. Fakulta stavební
Year: 2015
OAI identifier: oai:invenio.nusl.cz:227167
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