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PRELIMINARY DESIGN OF CABLE-STAYED FOOTBRIDGE
Ćurić, Ivan; Nikolić, Marin; Draganić, Hrvoje; Kraus, Ivan (2012)
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Ćurić, I., Nikolić, M., Draganić, H. & Kraus, I. (2012). IDEJNO RJEŠENJE OVJEŠENOG PJEŠAČKOG MOSTA. E-GFOS, 3. (4), 24-36. Retrieved from https://urn.nsk.hr/urn:nbn:hr:133:508745

Ćurić, Ivan, et al. "IDEJNO RJEŠENJE OVJEŠENOG PJEŠAČKOG MOSTA." E-GFOS, vol. 3, no. 4, 2012, pp. 24-36. https://urn.nsk.hr/urn:nbn:hr:133:508745

Ćurić, Ivan, Marin Nikolić, Hrvoje Draganić and Ivan Kraus. "IDEJNO RJEŠENJE OVJEŠENOG PJEŠAČKOG MOSTA." E-GFOS 3, no. 4 (2012): 24-36. https://urn.nsk.hr/urn:nbn:hr:133:508745

Ćurić, I., et al. (2012) 'IDEJNO RJEŠENJE OVJEŠENOG PJEŠAČKOG MOSTA', E-GFOS, 3(4), pp. 24-36. Available at: https://urn.nsk.hr/urn:nbn:hr:133:508745 (Accessed 27 June 2019)

Ćurić I, Nikolić M, Draganić H, Kraus I. IDEJNO RJEŠENJE OVJEŠENOG PJEŠAČKOG MOSTA. E-GFOS [Internet]. 2012 June [cited 2019 June 27];3(4):24-36. Available at: https://urn.nsk.hr/urn:nbn:hr:133:508745

I. Ćurić, M. Nikolić, H. Draganić and I. Kraus, "IDEJNO RJEŠENJE OVJEŠENOG PJEŠAČKOG MOSTA", E-GFOS, vol. 3, no. 4, pp. 24-36, June 2012. [Online]. Available at: https://urn.nsk.hr/urn:nbn:hr:133:508745. [Accessed: 27 June 2019]

Metadata
Title (croatian)IDEJNO RJEŠENJE OVJEŠENOG PJEŠAČKOG MOSTA
Title (english)PRELIMINARY DESIGN OF CABLE-STAYED FOOTBRIDGE
AuthorIvan Ćurić
AuthorMarin Nikolić
AuthorHrvoje Draganić
AuthorIvan Kraus
Author's institutionJosip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Abstract (croatian)
Rad prikazuje idejno rješenje pješačkog mosta preko rijeke Drave u Osijeku. Širina vodene prepreke koju je potrebno premostiti iznosi 195,0 m. Odabrano rješenje je ovješeni armiranobetonski most s jednim ekscentričnim kosim pilonom. Grafički prikaz mosta je izrađen u programskom paketu AutoCad, a numerički model mosta u programskom paketu SAP2000 v14.2. Na osnovi odabranih izmjera pojedinih dijelova konstrukcije, analize promjenjivog opterećenja prema EN1991-2 te odgovarajućih kombinacija opterećenja (EN1990), izvršena je modalna analiza i proračun odgovarajućih reznih sila mosta.
Abstract (english)
This paper presents a preliminary design of a footbridge over the River Drava in Osijek. Width of the water obstacle is 195,0 m. The selected solution is cable-stayed reinforced concrete bridge with an eccentric inclined pylon. Graphical drawings of the bridge were made in AutoCad software package and numerical model in the SAP2000 v14.2 software package. Modal analysis and calculation of the section forces was performed on the basis of selected dimensions of certain parts of the bridge structure, the analysis of variable loads according to EN1991-2 and the appropriate combination of loads according to EN1990.
Keywords (croatian)
Keywords (english)
Languagecroatian
Publication typeScientific paper - review paper
Publication statusPublished
Peer reviewPeer review
Journal titleE-GFOS
Numberingvol. 3, no. 4, pp. 24-36
e-ISSN1847-8948
URN:NBNurn:nbn:hr:133:508745
Publication2012-06
Document URLhttp://hrcak.srce.hr/79875
Type of resourcetext
Access conditionsOpen access
Terms of usehttp://creativecommons.org/licenses/by-nc-nd/3.0/
Created on2018-01-10 07:25:55