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master's thesis
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MAIN PROJECT OF THE ROAD BRIDGE
Anita Gojević (2016)
Josip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering
Department for Materials and Structures
Chair of Concrete Structures
Metadata
TitleGLAVNI PROJEKT CESTOVNOG GREDNOG MOSTA
AuthorAnita Gojević
Mentor(s)Damir Varevac (thesis advisor)
Abstract
U ovom je radu izrađen glavni projekt cestovnog grednog mosta spregnutog prednapetobetonskog sklopa. Na temelju situacije određen je raspon konstrukcije te širine prometnih i pješačkih trakova. Nakon dovršetka svih potrebnih nacrta glavnog projekta, konstrukcija mosta je modelirana u programskom paketu Robot StructuralAnalysis. 3D-model mosta opterećen je stalnim i promjenjivim djelovanjem, pomoću kojih su proračunate rezne sile potrebne za određivanje sile prednapinjanja, broja užadi te proračun trenutnih vremenskih gubitaka i potrebne površine betonskog čelika.
Keywordsroad girder bridge traffic lane pedestrian lane Robot Structural Analysis
Parallel title (English)MAIN PROJECT OF THE ROAD BRIDGE
Committee MembersHrvoje Draganić (committee chairperson)
Damir Varevac (committee member)
Jurko Zovkić (committee member)
GranterJosip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering
Lower level organizational unitsDepartment for Materials and Structures
Chair of Concrete Structures
PlaceOsijek
StateCroatia
Scientific field, discipline, subdisciplineTECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Study programme typeuniversity
Study levelgraduate
Study programmeUniversity graduate study in civil engineering; specializations in: Hydraulic engineering, Supporting structures, Construction management and technology, Transportation engineering
Study specializationSupporting structures
Academic title abbreviationmag.ing.aedif.
Genremaster's thesis
Language Croatian
Defense date2016-06-29
Parallel abstract (English)
In this work the main project of the road girder bridge of composite prestressed concrete was made. Construction span and the width of traffic and pedestrian lanes are observed from the situation. After the all necessary draft of the main project were completed, the bridge structure is modeled by the Robot Structural Analysis software package. Constant and variable loads are applied at 3D bridge model, from which the cutting forces required to determine prestressing force are observed, number of cables and calculation of current and time losses and the required surface of concrete steel.
Parallel keywords (Croatian)cestovni gredni most prometni pješački trak Robot Structural Analysis
Resource typetext
Access conditionOpen access
Terms of usehttp://rightsstatements.org/vocab/InC/1.0/
URN:NBNhttps://urn.nsk.hr/urn:nbn:hr:133:664210
CommitterVesna Zobundžija