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master's thesis
Pješački most preko rijeke Drave u Osijeku
2018. urn:nbn:hr:133:388697
Mađarević, Zvonimir
Josip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Department for Materials and Structures
Chair of Concrete Structures

Cite this document

Mađarević, Z. (2018). Pješački most preko rijeke Drave u Osijeku (Master's thesis). Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek. Retrieved from https://urn.nsk.hr/urn:nbn:hr:133:388697

Mađarević, Zvonimir. "Pješački most preko rijeke Drave u Osijeku." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2018. https://urn.nsk.hr/urn:nbn:hr:133:388697

Mađarević, Zvonimir. "Pješački most preko rijeke Drave u Osijeku." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2018. https://urn.nsk.hr/urn:nbn:hr:133:388697

Mađarević, Z. (2018). 'Pješački most preko rijeke Drave u Osijeku', Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, accessed 20 December 2024, https://urn.nsk.hr/urn:nbn:hr:133:388697

Mađarević Z. Pješački most preko rijeke Drave u Osijeku [Master's thesis]. Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek; 2018 [cited 2024 December 20] Available at: https://urn.nsk.hr/urn:nbn:hr:133:388697

Z. Mađarević, "Pješački most preko rijeke Drave u Osijeku", Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, Osijek, 2018. Available at: https://urn.nsk.hr/urn:nbn:hr:133:388697

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Metadata
TitlePješački most preko rijeke Drave u Osijeku
Title (english)Pedestrian bridge over the river Drava in Osijek
AuthorZvonimir Mađarević
MentorHrvoje Draganić (mentor)
Committee memberJurko Zovkić (predsjednik povjerenstva)
Committee memberHrvoje Draganić (član povjerenstva)
Committee memberSilva Lozančić (član povjerenstva)
GranterJosip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
(Department for Materials and Structures)
(Chair of Concrete Structures)
Osijek
Defense date and country2018-06-28, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract
U ovom diplomskom radu je na temelju zadane situacije predložen glavni projekt pješačkog mosta preko rijeke Drave. Tri su koncepcijska rješenja mosta: viseći, ovješeni i lučni. Za glavni projekt je odabran ovješeni most sa jednim stupom. Most je projektiran prema europskim normama. Nakon izrađenih nacrta glavnog projekta, numerički model konstrukcije izrađen je u računalnom programu CSI SAP2000 v.19. Nakon rezultata dobivenih u SAP200 programu zaključeno je da vješaljke rasponske konstrukcije te vrha pilona ne zadovoljavaju uvjetima funkcionalnosti i stabilnosti mosta. Uslijed tog problema bilo je potrebno promijeniti dimenzije vješaljki i pilona. Optimalne dimenzije su dobivene parametarskim ispitivanjem tijekom kojeg su dimenzije mijenjane te su praćena ukupni progibi mosta. Na temelju novih dimenzija stupova i kabela napravljen je dizajn elastomernog ležaja te je utvrđena ukupna količina armature za AB elemente.
Abstract (english)
Based on the default situation i.a. proposed bridge location main project of the pedestrian bridge over the river Drava was created. There were tree conceptual bridge solutions: suspension bridge, cablestayed bridge and arch bridge. For the main project cable- stayed bridge with one pylon was selected. Chosen bridge was designed based on the European standards. After making main draft of the project, numerical model was constructed in tehe CSI SAP2000 v.19 computer program. Based on the results obtained by te SAP200, it was cancluded that the stay cables of spatial construction and the pylon do not meet conditions of functionality and stability of the bridge. Due to this problem it was necessary to change dimensions of the pylon and stayed cables. Optimal dimensions were obtained by parametric study in which these dimensions were varied and total deflection of the bridge superstructure was monitored. Based on new dimensions of the pylon and cables, design of elastomer bearings and determination of total area of required bending reinforcement for RC elements was
Keywords
Languagecroatian
URN:NBNurn:nbn:hr:133:388697
Study programmeTitle: University graduate study in civil engineering; specializations in: Hydraulic engineering, Supporting structures, Construction management and technology, Transportation engineering
Course: Supporting structures
Study programme type: university
Study level: graduate
Academic / professional title: magistar/magistra inženjer/inženjerka građevinarstva (magistar/magistra inženjer/inženjerka građevinarstva)
Type of resourceText
File originBorn digital
Access conditionsAccess restricted to students and staff of home institution
Terms of useLicence In copyright icon
Created on2018-07-04 11:19:15