Porovnat metody
Prohlédněte si vybrané metody vedle sebe; řádky, které se liší, jsou zvýrazněny.
| Metoda prvního řádu (FORM)× | Metoda druhého řádu spolehlivosti (SORM)× | |
|---|---|---|
| Obor | Inženýrství spolehlivosti | Inženýrství spolehlivosti |
| Rodina | Process / pipeline | Process / pipeline |
| Rok vzniku≠ | 1969 | 1979 |
| Tvůrce≠ | Allin Cornell | Bernd Fiessler |
| Typ | Reliability analysis method | Reliability analysis method |
| Původní zdroj≠ | Cornell, C. A. (1969). A probability-based structural code. Journal of the American Concrete Institute, 66(12), 974-985. DOI ↗ | Fiessler, B., Neumann, H. J., & Rackwitz, R. (1979). Quadratic limit states in structural reliability. Journal of the Engineering Mechanics Division, 105(4), 661-676. DOI ↗ |
| Další názvy | FORM, First-order second-moment method | SORM, Second-order approximation |
| Příbuzné | 4 | 4 |
| Shrnutí≠ | The First-Order Reliability Method (FORM) is a probabilistic technique for estimating the probability of structural failure given uncertain input parameters. Developed by Allin Cornell in 1969 and refined by Hasofer and Lind in 1974, FORM provides a computationally efficient approximation to the true failure probability by linearizing the limit-state function at the most probable failure point. It has become the cornerstone of modern structural reliability analysis and risk-based design. | The Second-Order Reliability Method (SORM) is an extension of FORM that improves failure probability estimates by accounting for the curvature of the limit-state surface at the design point. Introduced by Fiessler, Neumann, and Rackwitz in 1979, SORM provides more accurate approximations for nonlinear failure surfaces while remaining computationally efficient. It has become the standard refinement when FORM accuracy is insufficient. |
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