@ARTICLE{Skrzypczak_I._Wpływ_2016,
 author={Skrzypczak, I. and Buda-Ożóg, L.},
 number={No 2},
 journal={Archives of Civil Engineering},
 pages={191-203},
 howpublished={online},
 year={2016},
 publisher={WARSAW UNIVERSITY OF TECHNOLOGY FACULTY OF CIVIL ENGINEERING and COMMITTEE FOR CIVIL ENGINEERING POLISH ACADEMY OF SCIENCES},
 abstract={Statistical conformity criteria for the compressive strength of concrete are a matter of debate. The criteria can have prejudicial effects on construction quality and reliability. Hence, the usefulness of statistical criteria for the small sample size n = 3 is questioned. These defects can cause a reduction in the quality of produced concrete and, consequently, too much risk for the recipient (investor). For this reason, the influence of conformity control on the value of the reliability index of concrete and reinforced concrete has been determined. The authors limited their consideration to the recommended standards PN-EN 206-1, PN-EN 1992 and ISO 2394 method of reliability index, which belongs to the analytical methods FORM (First Order Reliability Method). It assumes that the random variables are defined by two parameters of the normal distribution or an equivalent normal: the mean and the standard deviation. The impact of conformity control for n = 3 for concrete structures, designed according to the Eurocode 1992, for which the compressive strength of concrete is the capacity dominant parameter (sensitivity factor of dominating resistance parameter according to the FORM is 0.8), has been determined by evaluation of the reliability index.},
 type={Artykuły / Articles},
 title={Wpływ kryteriów zgodności na wartość wskaźnika niezawodności},
 title={Influence of compliance criteria on the value of reliability index},
 URL={http://www.journals.pan.pl/Content/84104/mainfile.pdf},
 keywords={beton, kontrola zgodności, wskaźnik niezawodnosci, konstrukcje betonowe, element żelbetowe, conformity control, reliability index, concrete, reinforced concrete structures},
}