Abstract The conventional design of concrete gravity dams still follows the deterministic method, which does not directly quantify the effect of uncertainties on the safety of the structure. The theor
Abstract The first order reliability method (FORM) efficiently performs first order structural reliability analysis, but with limited accuracy. On the other hand, the traditional second order reliabil
This dataset consists of an archive with the files from COMREL software used in the numerical reliability assessment of the imperfect dome's state of displacements. The studies carried out in the "Min
Abstract The conventional design of concrete gravity dams still follows the deterministic method, which does not directly quantify the effect of uncertainties on the safety of the structure. The theor
Abstract Reliability is related to the degree of reliability of a system, which must be established in the design, which should predict and specify itsoperating conditions. Annex E of standard NBR 719