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Scientific paper - Review paper
Utjecaj rasporeda ležajeva na naprezanja rasponskoga sklopa pločastog mosta
E-GFOS, 2 (2011), 2; 110-125. urn:nbn:hr:133:787166
Juzbašić, Tea; Popović, Juraj; Draganić, Hrvoje

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Juzbašić, T., Popović, J. & Draganić, H. (2011). Utjecaj rasporeda ležajeva na naprezanja rasponskoga sklopa pločastog mosta. E-GFOS, 2. (2), 110-125. Retrieved from https://urn.nsk.hr/urn:nbn:hr:133:787166

Juzbašić, Tea, et al. "Utjecaj rasporeda ležajeva na naprezanja rasponskoga sklopa pločastog mosta." E-GFOS, vol. 2, no. 2, 2011, pp. 110-125. https://urn.nsk.hr/urn:nbn:hr:133:787166

Juzbašić, Tea, Juraj Popović and Hrvoje Draganić. "Utjecaj rasporeda ležajeva na naprezanja rasponskoga sklopa pločastog mosta." E-GFOS 2, no. 2 (2011): 110-125. https://urn.nsk.hr/urn:nbn:hr:133:787166

Juzbašić, T., Popović, J. and Draganić, H. (2011) 'Utjecaj rasporeda ležajeva na naprezanja rasponskoga sklopa pločastog mosta', E-GFOS, 2(2), pp. 110-125. Available at: https://urn.nsk.hr/urn:nbn:hr:133:787166 (Accessed 19 December 2024)

Juzbašić T, Popović J, Draganić H. Utjecaj rasporeda ležajeva na naprezanja rasponskoga sklopa pločastog mosta. E-GFOS [Internet]. 2011 May [cited 2024 December 19];2(2):110-125. Available at: https://urn.nsk.hr/urn:nbn:hr:133:787166

T. Juzbašić, J. Popović and H. Draganić, "Utjecaj rasporeda ležajeva na naprezanja rasponskoga sklopa pločastog mosta", E-GFOS, vol. 2, no. 2, pp. 110-125, May 2011. [Online]. Available at: https://urn.nsk.hr/urn:nbn:hr:133:787166. [Accessed: 19 December 2024]

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Metadata
Title (croatian)Utjecaj rasporeda ležajeva na naprezanja rasponskoga sklopa pločastog mosta
AuthorTea Juzbašić
AuthorJuraj Popović
AuthorHrvoje Draganić
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)
Ležajevi su elementi kojima se prenose različita djelovanja s rasponskoga sklopa na potpore. Oni su veza gornjeg i donjeg ustroja mosta. Predviđeno funkcioniranje ležajeva treba biti ispunjeno kroz cio vijek trajanja mosta, a ako neke konstrukcije ne udovoljavaju zadanim uvjetima okoliša, potrebno je predvidjeti mogućnost njihove zamjene. Slika unutarnjih sila u elementima donjeg i gornjeg ustroja mosta je bitno određena rasporedom njegovih ležajeva. Stoga je potrebno dobro razmotriti njihov raspored. U radu će se dati pregled nekoliko rasporeda ležajeva i njihov utjecaj na naprezanja u pločastom rasponskom sklopu te raspodjelu momenata savijanja u naglavnim gredama.
Abstract (english)
Bearings are elements that transfer loads from the bridge superstructure to the foundation. Bearings are conections between the bridge superstructure and substructure (fundations). Anticipated functioning of the bearins should be provided during the entire life span of the bridge. If a structure does not meet the specified environmental conditions it is necessary to provide replacement of the bearings. Layout of internal forces in elements of the substructure and the superstructure of the bridge is essentially determined by the layout of its bearings. It is therefore necessary to consider their disposition. The paper reviews several layouts of bearings and their influence on the stresses in a slab bridge superstructure and distribution of bending moments in head beams.
Keywords (croatian)
Keywords (english)
Languagecroatian
Publication typeScientific paper - Review paper
Publication statusPublished
Peer reviewPeer review
Publication versionPublished version
Journal titleE-GFOS
Numberingvol. 2, no. 2, pp. 110-125
e-ISSN1847-8948
URN:NBNurn:nbn:hr:133:787166
Publication2011-05
Document URLhttp://hrcak.srce.hr/67850
Type of resourceText
Access conditionsOpen access
Terms of useLicence Attribution-NonCommercial-NoDerivs 3.0 Unported (CC BY-NC-ND 3.0) icon
Created on2018-01-16 07:54:31