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Pregledni rad
https://doi.org/10.13167/2016.12.2

RELIABILITY OF GLULAM BEAMS SUBJECTED TO BENDING

Mario Jeleč   ORCID icon orcid.org/0000-0001-6543-9776 ; Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering, Osijek, Croatia
Damir Varevac ; Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering, Osijek, Croatia

Puni tekst: engleski, pdf (528 KB) str. 10-18 preuzimanja: 275* citiraj
APA 6th Edition
Jeleč, M. i Varevac, D. (2016). RELIABILITY OF GLULAM BEAMS SUBJECTED TO BENDING. Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS, 7 (12), 10-18. https://doi.org/10.13167/2016.12.2
MLA 8th Edition
Jeleč, Mario i Damir Varevac. "RELIABILITY OF GLULAM BEAMS SUBJECTED TO BENDING." Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS, vol. 7, br. 12, 2016, str. 10-18. https://doi.org/10.13167/2016.12.2. Citirano 28.10.2020.
Chicago 17th Edition
Jeleč, Mario i Damir Varevac. "RELIABILITY OF GLULAM BEAMS SUBJECTED TO BENDING." Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS 7, br. 12 (2016): 10-18. https://doi.org/10.13167/2016.12.2
Harvard
Jeleč, M., i Varevac, D. (2016). 'RELIABILITY OF GLULAM BEAMS SUBJECTED TO BENDING', Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS, 7(12), str. 10-18. https://doi.org/10.13167/2016.12.2
Vancouver
Jeleč M, Varevac D. RELIABILITY OF GLULAM BEAMS SUBJECTED TO BENDING. Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS [Internet]. 2016 [pristupljeno 28.10.2020.];7(12):10-18. https://doi.org/10.13167/2016.12.2
IEEE
M. Jeleč i D. Varevac, "RELIABILITY OF GLULAM BEAMS SUBJECTED TO BENDING", Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS, vol.7, br. 12, str. 10-18, 2016. [Online]. https://doi.org/10.13167/2016.12.2

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.

Ključne riječi
glulam beam; bending; reliability index; probability of failure; limit state equation; Eurocode 5

Hrčak ID: 161147

URI
https://hrcak.srce.hr/161147

Posjeta: 420 *