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Static solution of bridge on the highway Jánovce-Jablonov

By Pavel Darebníček

Abstract

The subject of Diploma thesis is the design of bridge on the highway Jánovce - Jablonov and his static solution. Selected variant is made from four span 34+44+44+34m and supporting structure consist of monolithic two beams of prestressed concrete. Height of cross section is over the whole lenght of the bridge constant. Each beams will be built on sliding formwork. The design of supporting structure is made according to limit states, including addressing timing analysis. Calculation of the effects of loading is made by software and reviews are calculated by hand according to Eurocode

Topics: two beams; čtyři pole; Bridge on the highway; dvoutrám; four span; předpjatý beton; Dálniční most; timing analysis.; monolitická konstrukce; časová analýza.; výsuvná skruž; monolithic structure; sliding formwork; prstressed concrete
Publisher: Vysoké učení technické v Brně. Fakulta stavební
Year: 2013
OAI identifier: oai:invenio.nusl.cz:226421
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