2014
DOI: 10.1590/s1983-41952014000500002
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Reliability of beams designed in accordance with Brazilian codes

Abstract: This paper presents an investigation on the safety of structural elements submitted to pure bending, produced in reinforced concrete, in steel and steel-concrete composites, and designed according to Brazilian codes NBR8681:2003, NBR6118:2007 and NBR8800:2008. The study allows a comparison of the relative safety of beams produced with these materials and designed using these codes. Comparative studies between the performances of different materials are difficult to find in the published literature. The present… Show more

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Cited by 7 publications
(15 citation statements)
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“…For example: including due to the variability in time: dead and variable, variability in space: free and non-free, the type of the impact on the structure: static, dynamic, and due to the reason for the uprising: caused by natural phenomena: snow, wind, caused by human activity (technological load ), whether subject to control and disasters. Analysis of the structural element / structure must take into account the influence of all loads that can have a significant impact on the structure [1,20].…”
Section: Verification Of Recommended Partial Coefficientsmentioning
confidence: 99%
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“…For example: including due to the variability in time: dead and variable, variability in space: free and non-free, the type of the impact on the structure: static, dynamic, and due to the reason for the uprising: caused by natural phenomena: snow, wind, caused by human activity (technological load ), whether subject to control and disasters. Analysis of the structural element / structure must take into account the influence of all loads that can have a significant impact on the structure [1,20].…”
Section: Verification Of Recommended Partial Coefficientsmentioning
confidence: 99%
“…PN-EN 1990 [1] defines the characteristic values of dead loads as 95% quantiles when the effects are unfavorable or when the effects are favorable. The probabilistic model for dead loads is usually a normal distribution [6,9,[11][12][13][14][15][16][17][18][19][20][21][22][23][24].…”
Section: Verification Of Recommended Partial Coefficientsmentioning
confidence: 99%
See 3 more Smart Citations