hrcak mascot   Srce   HID

Pregledni rad

Assessment and repair of the bearing structure of the Gradiska cultural centre after fire

Vlastimir Radonjanin   ORCID icon orcid.org/0000-0002-3081-1766 ; University of Novi Sad, Faculty of Technical Sciences, Trg D. Obradovica 6, 21000 Novi Sad, Serbia
Mirjana Malešev ; University of Novi Sad, Faculty of Technical Sciences, Trg D. Obradovica 6, 21000 Novi Sad, Serbia
Radomir Folić ; University of Novi Sad, Faculty of Technical Sciences, Trg D. Obradovica 6, 21000 Novi Sad, Serbia
Ivan Lukić   ORCID icon orcid.org/0000-0003-1565-822X ; University of Novi Sad, Faculty of Technical Sciences, Trg D. Obradovica 6, 21000 Novi Sad, Serbia

Puni tekst: engleski, pdf (6 MB) str. 435-445 preuzimanja: 239* citiraj
APA 6th Edition
Radonjanin, V., Malešev, M., Folić, R. i Lukić, I. (2014). Assessment and repair of the bearing structure of the Gradiska cultural centre after fire. Tehnički vjesnik, 21 (2), 435-445. Preuzeto s https://hrcak.srce.hr/120398
MLA 8th Edition
Radonjanin, Vlastimir, et al. "Assessment and repair of the bearing structure of the Gradiska cultural centre after fire." Tehnički vjesnik, vol. 21, br. 2, 2014, str. 435-445. https://hrcak.srce.hr/120398. Citirano 26.02.2021.
Chicago 17th Edition
Radonjanin, Vlastimir, Mirjana Malešev, Radomir Folić i Ivan Lukić. "Assessment and repair of the bearing structure of the Gradiska cultural centre after fire." Tehnički vjesnik 21, br. 2 (2014): 435-445. https://hrcak.srce.hr/120398
Harvard
Radonjanin, V., et al. (2014). 'Assessment and repair of the bearing structure of the Gradiska cultural centre after fire', Tehnički vjesnik, 21(2), str. 435-445. Preuzeto s: https://hrcak.srce.hr/120398 (Datum pristupa: 26.02.2021.)
Vancouver
Radonjanin V, Malešev M, Folić R, Lukić I. Assessment and repair of the bearing structure of the Gradiska cultural centre after fire. Tehnički vjesnik [Internet]. 2014 [pristupljeno 26.02.2021.];21(2):435-445. Dostupno na: https://hrcak.srce.hr/120398
IEEE
V. Radonjanin, M. Malešev, R. Folić i I. Lukić, "Assessment and repair of the bearing structure of the Gradiska cultural centre after fire", Tehnički vjesnik, vol.21, br. 2, str. 435-445, 2014. [Online]. Dostupno na: https://hrcak.srce.hr/120398. [Citirano: 26.02.2021.]
Puni tekst: hrvatski, pdf (6 MB) str. 435-445 preuzimanja: 968* citiraj
APA 6th Edition
Radonjanin, V., Malešev, M., Folić, R. i Lukić, I. (2014). Procjena stanja i sanacija nosive konstrukcije doma kulture u Gradiški nakon požara. Tehnički vjesnik, 21 (2), 435-445. Preuzeto s https://hrcak.srce.hr/120398
MLA 8th Edition
Radonjanin, Vlastimir, et al. "Procjena stanja i sanacija nosive konstrukcije doma kulture u Gradiški nakon požara." Tehnički vjesnik, vol. 21, br. 2, 2014, str. 435-445. https://hrcak.srce.hr/120398. Citirano 26.02.2021.
Chicago 17th Edition
Radonjanin, Vlastimir, Mirjana Malešev, Radomir Folić i Ivan Lukić. "Procjena stanja i sanacija nosive konstrukcije doma kulture u Gradiški nakon požara." Tehnički vjesnik 21, br. 2 (2014): 435-445. https://hrcak.srce.hr/120398
Harvard
Radonjanin, V., et al. (2014). 'Procjena stanja i sanacija nosive konstrukcije doma kulture u Gradiški nakon požara', Tehnički vjesnik, 21(2), str. 435-445. Preuzeto s: https://hrcak.srce.hr/120398 (Datum pristupa: 26.02.2021.)
Vancouver
Radonjanin V, Malešev M, Folić R, Lukić I. Procjena stanja i sanacija nosive konstrukcije doma kulture u Gradiški nakon požara. Tehnički vjesnik [Internet]. 2014 [pristupljeno 26.02.2021.];21(2):435-445. Dostupno na: https://hrcak.srce.hr/120398
IEEE
V. Radonjanin, M. Malešev, R. Folić i I. Lukić, "Procjena stanja i sanacija nosive konstrukcije doma kulture u Gradiški nakon požara", Tehnički vjesnik, vol.21, br. 2, str. 435-445, 2014. [Online]. Dostupno na: https://hrcak.srce.hr/120398. [Citirano: 26.02.2021.]

Sažetak
The paper briefly presents the specificity of evaluation and repair of fire-damaged reinforced concrete structures through one case study. Analysed building is the "Cubrilovic" Cultural Center in Gradiska, Bosnia and Herzegovina, that was severely damaged by fire in 2005. Reinforced concrete structure as a classic skeletal structure stiffened with RC walls for seismic actions, was built with many defects which contributed to progressive appearance and spreading of damage characteristic for fire. Real condition of the structure was assessed on the basis of analyses of all field and laboratory test results. On the basis of control design of structure with increased imposed load and decreased concrete strength class it was identified that in certain structure elements there is a lack of built-in reinforcement and that the cross-sections of elements are insufficient. Repair solutions for the damaged structure elements due to the fire are briefly described and only characteristic repair details and a few original solutions for the strengthening of the existing structure are shown in the paper.

Ključne riječi
assessment; damage; fire; RC structures; repair; strengthening

Hrčak ID: 120398

URI
https://hrcak.srce.hr/120398

[hrvatski]

Posjeta: 1.581 *