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Reconstruction of the road bridge

By Zoltán Laczko

Abstract

The subject of this thesis is to design a new slab structure instead of the steel concrete slab. The structure of the new load bearing structure is post-stressed cast-in-situ slab with continuous slab structure consisting of three spans. The slab is pre-stressed by monostrands. The load bearing structure is evaluated for first and second limit state too. The construction is modeled in software named Scia Engineer 2011

Topics: předepnutá mostní konstrukce; kotva; bridge; rekonstrukce mostní konstrukce; prestressed bridge structure; most; prestressing by monostrands; předpětí mosnotrandy; reconstruction of bridge construction; anchor
Publisher: Vysoké učení technické v Brně. Fakulta stavební
Year: 2012
OAI identifier: oai:invenio.nusl.cz:225620
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