2015
DOI: 10.1016/j.proeng.2015.08.006
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Reliability Analysis of Reinforced Concrete Buildings: Comparison between FORM and ISM

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Cited by 15 publications
(12 citation statements)
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“…During solving the objectives set in the research probabilistic-statistical methods were used [1,2,7,[18][19][20][21][22][23][24][25][26][27], methods of system and economic analysis [16], as well as experimental methods pertaining to testing of full-scale structures [8,14,15].…”
Section: Methodsmentioning
confidence: 99%
See 1 more Smart Citation
“…During solving the objectives set in the research probabilistic-statistical methods were used [1,2,7,[18][19][20][21][22][23][24][25][26][27], methods of system and economic analysis [16], as well as experimental methods pertaining to testing of full-scale structures [8,14,15].…”
Section: Methodsmentioning
confidence: 99%
“…Serious attention has always been paid to the issue of operational integrity assessment of building structures and enhancement of their quality [1][2][3][4][5][6][7]. This objective is especially relevant during implementation of quality control of precast reinforced concrete (RC) structures [1,2,[8][9][10][11][12][13][14], which comprise the basis of modern construction in Russia due to complexity of climatic conditions.…”
Section: Introductionmentioning
confidence: 99%
“…In practice, the estimated parameters Θ M may differ from the true value Θ. erefore, it is necessary to investigate the influences of these parameters on the optimal CSADDT plan. With this aim, we compare the different V-optimal two-stress CSADDT plans obtained under various combinations of these parameters, 3 , and ε 4 denote the estimation errors for μ α , σ 2 α , β, and σ 2 B . Ten different combinations of errors are studied according to the L 9 (3 4 ) orthogonal array (see the four first columns of Table 10).…”
Section: Sensitivity Analysismentioning
confidence: 99%
“…us, this may lead to using concrete with a composition that differs from that recommended in EN 206. is alternative is acceptable if the new concrete is at least as good as the concrete defined in the standard, under the specific exposure class for which we want to qualify the performance of the new concrete. is approach called "performance-based" [2], based on the demonstration of the performance's equivalency, has gained large success in many fields [3]. is demonstration can be made through three different ways: by using durability indicators, performance tests [4], or a proven physical model.…”
Section: Introductionmentioning
confidence: 99%
“…In FORM for structural reliability analysis, by the firstorder Taylor series, the limit-state function is approximated at the design point in the standard Gauss space of transformed independent random variables [9,10]. In this space, reliability analysis is usually converted into an optimization problem to solve the reliability index [8].…”
Section: Introductionmentioning
confidence: 99%