Comparer des méthodes
Examinez les méthodes sélectionnées côte à côte ; les lignes qui diffèrent sont mises en évidence.
| Analyse statique équivalente× | Analyse par poussée× | |
|---|---|---|
| Domaine | Génie civil | Génie civil |
| Famille | Process / pipeline | Process / pipeline |
| Année d'origine≠ | 1959 | 1996 |
| Auteur d'origine≠ | SEAOC (Structural Engineers Association of California) | Peter Fajfar |
| Type≠ | Simplified linear method for earthquake-equivalent lateral forces | Nonlinear static method for earthquake engineering |
| Source fondatrice≠ | SEAOC (1959). Lateral Forces by Virtual Work. Proceedings of the Structural Engineers Association of California, 28(1), 1-16. link ↗ | Ahi, N., Desroches, R., & Jain, A. (1996). Lateral load distribution for equivalent static analysis of buildings. Engineering Journal, 33(2), 45-54. link ↗ |
| Alias≠ | Lateral force method, Simplified seismic design, Static equivalent method | Static pushover, Nonlinear static analysis |
| Apparentées≠ | 3 | 4 |
| Résumé≠ | Equivalent static analysis is the simplest seismic design method, representing earthquake effects as a single static lateral force applied at the center of mass or distributed over the building height. Standardized by SEAOC in 1959 and incorporated into modern building codes, it is the most commonly used method for designing regular buildings. | Pushover analysis is a nonlinear static method for assessing seismic structural performance. Introduced by Fajfar in 1996 as part of the N2 method, it progressively increases lateral loads on a structure until it reaches a target displacement, revealing how structures deform and yield under seismic events. |
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