Pregled bibliografske jedinice broj: 826777
Reliability of glulam beams subjected to bending
Reliability of glulam beams subjected to bending // E-GFOS : elektronički časopis građevinskog fakulteta Osijek, 7 (2016), 12; 10-18 doi:10.13167/2016.12.2 (podatak o recenziji nije dostupan, pregledni rad, znanstveni)
CROSBI ID: 826777 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Reliability of glulam beams subjected to bending
Autori
Jeleč, Mario ; Varevac, Damir
Izvornik
E-GFOS : elektronički časopis građevinskog fakulteta Osijek (1847-8948) 7
(2016), 12;
10-18
Vrsta, podvrsta i kategorija rada
Radovi u časopisima, pregledni rad, znanstveni
Ključne riječi
glulam beam ; bending ; reliability index ; probability of failure ; limit state equation ; Eurocode 5
Sažetak
This paper presents probabilistic reliability analyses of glulam beams by using level I semiprobabilistic procedure according to Eurocode standards and level II first-order reliability method. The analyses were performed for normal design situations on two groups of girders: roof and ceiling girders. The girders were first dimensioned for the ultimate limit state of bending according to Eurocode 5, after which the limit state equations were set with stochastic values of basic variables. A sensitivity analysis showed that the effect of strength variation is not significant when the coefficient of strength variation is approximately 15%: the recommended value from previous literature. The reliability indices obtained in this study are compared with the corresponding standard values for structural categories RC2 and RC3 according to Eurocode 0.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
POVEZANOST RADA
Ustanove:
Građevinski i arhitektonski fakultet Osijek
Citiraj ovu publikaciju:
Časopis indeksira:
- Web of Science Core Collection (WoSCC)
- Emerging Sources Citation Index (ESCI)
Uključenost u ostale bibliografske baze podataka::
- CAB Abstracts
- INSPEC