1978
DOI: 10.1016/0045-7949(78)90046-9
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Structural reliability under combined random load sequences

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Cited by 1,855 publications
(631 citation statements)
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“…The HLRF algorithm originally developed by Hasofer and Lind [64] and later extended to non-normal random variables by Rackwitz and Fiessler [65], is perhaps the most popular algorithm used to solve the constrained optimization problem in structural reliability analysis. It is well known that the original form of the algorithm is unstable and may not converge under certain conditions.…”
Section: Appendixmentioning
confidence: 99%
See 1 more Smart Citation
“…The HLRF algorithm originally developed by Hasofer and Lind [64] and later extended to non-normal random variables by Rackwitz and Fiessler [65], is perhaps the most popular algorithm used to solve the constrained optimization problem in structural reliability analysis. It is well known that the original form of the algorithm is unstable and may not converge under certain conditions.…”
Section: Appendixmentioning
confidence: 99%
“…The evolution of the computing time of algorithms was also taken into account. Among the various existing algorithms, HLRF algorithm (see Appendix), proposed by Hasofer and Lind [64] and Rackwitz and Fiessler [65], was employed. The algorithm requires least amount of storage, has lower number of computations and converges fast for most situations [66].…”
Section: Assembly Simulation and Optimizationmentioning
confidence: 99%
“…One efficient way for reliability assessment is to employ the Most Probable Point (MPP) approach (Hasofer and Lind 1974). Integration of the reliability problem into the design optimization problem via the MPP optimality conditions was first proposed by Rackwitz and Fiessler (1978). With the MPP approach, all random quantities x and p are transformed into u in a standardized normal space, called u-space.…”
Section: Background Of Probabilistic Optimizationmentioning
confidence: 99%
“…Traditional first-order reliability method (FORM) ( [2], [3], [4]) and the second-order reliability method (SORM) ( [5]; [6]; [7]; [8]) belong to this class. The simulation techniques have their origin in Monte Carlo simulation (MCS) method, which generates a large sample set of limit state evaluations and approximates the true value of the probability of failure by = , where is the number of samples lying in the failure region and S the total number of samples.…”
Section: Introductionmentioning
confidence: 99%