Methoden vergelijken
Bekijk de geselecteerde methoden naast elkaar; rijen die verschillen zijn gemarkeerd.
| Pushover-analyse× | Equivalent Statische Analyse× | |
|---|---|---|
| Vakgebied | Civiele techniek | Civiele techniek |
| Familie | Process / pipeline | Process / pipeline |
| Jaar van ontstaan≠ | 1996 | 1959 |
| Grondlegger≠ | Peter Fajfar | SEAOC (Structural Engineers Association of California) |
| Type≠ | Nonlinear static method for earthquake engineering | Simplified linear method for earthquake-equivalent lateral forces |
| Oorspronkelijke bron≠ | Ahi, N., Desroches, R., & Jain, A. (1996). Lateral load distribution for equivalent static analysis of buildings. Engineering Journal, 33(2), 45-54. link ↗ | SEAOC (1959). Lateral Forces by Virtual Work. Proceedings of the Structural Engineers Association of California, 28(1), 1-16. link ↗ |
| Aliassen≠ | Static pushover, Nonlinear static analysis | Lateral force method, Simplified seismic design, Static equivalent method |
| Verwant≠ | 4 | 3 |
| Samenvatting≠ | 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. | 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. |
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