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DESIGN OF A COMPOSITE TRUSS SYSTEM IN A MULTI-STOREY BUILDING
Novoselić, Tijana; Dokšanović, Tihomir; Markulak, Damir (2013)
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Novoselić, T., Dokšanović, T. & Markulak, D. (2013). PRORAČUN SPREGNUTE REŠETKASTE KONSTRUKCIJE VIŠEKATNE ZGRADE. E-GFOS, 4. (6), 57-67. Retrieved from https://urn.nsk.hr/urn:nbn:hr:133:938023

Novoselić, Tijana, et al. "PRORAČUN SPREGNUTE REŠETKASTE KONSTRUKCIJE VIŠEKATNE ZGRADE." E-GFOS, vol. 4, no. 6, 2013, pp. 57-67. https://urn.nsk.hr/urn:nbn:hr:133:938023

Novoselić, Tijana, Tihomir Dokšanović and Damir Markulak. "PRORAČUN SPREGNUTE REŠETKASTE KONSTRUKCIJE VIŠEKATNE ZGRADE." E-GFOS 4, no. 6 (2013): 57-67. https://urn.nsk.hr/urn:nbn:hr:133:938023

Novoselić, T., Dokšanović, T. and Markulak, D. (2013) 'PRORAČUN SPREGNUTE REŠETKASTE KONSTRUKCIJE VIŠEKATNE ZGRADE', E-GFOS, 4(6), pp. 57-67. Available at: https://urn.nsk.hr/urn:nbn:hr:133:938023 (Accessed 16 July 2019)

Novoselić T, Dokšanović T, Markulak D. PRORAČUN SPREGNUTE REŠETKASTE KONSTRUKCIJE VIŠEKATNE ZGRADE. E-GFOS [Internet]. 2013 July [cited 2019 July 16];4(6):57-67. Available at: https://urn.nsk.hr/urn:nbn:hr:133:938023

T. Novoselić, T. Dokšanović and D. Markulak, "PRORAČUN SPREGNUTE REŠETKASTE KONSTRUKCIJE VIŠEKATNE ZGRADE", E-GFOS, vol. 4, no. 6, pp. 57-67, July 2013. [Online]. Available at: https://urn.nsk.hr/urn:nbn:hr:133:938023. [Accessed: 16 July 2019]

Metadata
Title (croatian)PRORAČUN SPREGNUTE REŠETKASTE KONSTRUKCIJE VIŠEKATNE ZGRADE
Title (english)DESIGN OF A COMPOSITE TRUSS SYSTEM IN A MULTI-STOREY BUILDING
AuthorTijana Novoselić
AuthorTihomir Dokšanović
AuthorDamir Markulak
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)
Sprezanje je konstrukcijsko rješenje koje ima sve veći značaj zbog velikih potencijala u projektiranju djelotvornijih nosača i pojednostavljenja tehnološkog postupka izvedbe. Iako se sprezanje čelik-beton počelo koristiti prije gotovo stoljeća, neki od oblika sprezanja i dalje nisu dostatno obrađeni u suvremenim normama. Jedno od takvih rješenja je spregnuta rešetka koja je i tema ovoga rada. Taj tip konstrukcije ima prednosti koje se mogu iskoristiti kod srednjih i većih raspona, a u odnosu na čelične rešetke ima manju konstrukcijsku visinu te u kombinaciji s trapeznim limovima za spregnute ploče pruža niz praktičnih prednosti. U literaturi se navodi da se učinkovitost prijenosa opterećenja ovakvim sustavom povećava za 20%-30%, a provedeni proračun na primjeru građevine za trgovačku namjenu u spregnutoj i nespregnutoj izvedbi podupire tu tvrdnju.
Abstract (english)
Composite action is a structural solution that has increasing importance due to the significant potential in performance improvement of structural elements, and simplification of the construction technological process. Although steel-concrete composite structures are now in use for more than a century, certain forms of composite action are still not sufficiently dealt with in modern standards. One of such solutions is a composite truss system, which is the subject of this paper. This type of construction has advantages that can be utilized in medium and large spans, and in comparison to steel trusses has a lower height. When it is combined with trapezoidal sheets for composite slabs it provides a number of practical advantages. Relevant literature reports that with the use of this system load transfer efficiency increases by 20% to 30%, and the shown design example of a building for commercial purposes in composite and non-composite versions supports such a claim.
Keywords (croatian)
Keywords (english)
Languagecroatian
Publication typeScientific paper - review paper
Publication statusPublished
Peer reviewPeer review
Journal titleE-GFOS
Numberingvol. 4, no. 6, pp. 57-67
e-ISSN1847-8948
URN:NBNurn:nbn:hr:133:938023
Publication2013-07
Document URLhttps://hrcak.srce.hr/104331
Type of resourceText
Access conditionsOpen access
Terms of usehttp://creativecommons.org/licenses/by-nc-nd/3.0/
Created on2018-01-17 10:21:19