Methoden vergelijken
Bekijk de geselecteerde methoden naast elkaar; rijen die verschillen zijn gemarkeerd.
| Pushover-analyse× | Niet-lineaire Tijdgeschiedenis Analyse× | |
|---|---|---|
| Vakgebied | Civiele techniek | Civiele techniek |
| Familie | Process / pipeline | Process / pipeline |
| Jaar van ontstaan≠ | 1996 | 1959 |
| Grondlegger≠ | Peter Fajfar | Nathan M. Newmark |
| Type≠ | Nonlinear static method for earthquake engineering | Time-stepping numerical method for earthquake engineering |
| 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 ↗ | Newmark, N. M. (1959). A method of computation for structural dynamics. Journal of the Engineering Mechanics Division, 85(3), 67-94. DOI ↗ |
| Aliassen≠ | Static pushover, Nonlinear static analysis | Nonlinear dynamic analysis, Step-by-step integration, Time domain analysis |
| Verwant | 4 | 4 |
| 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. | Nonlinear time-history analysis is a numerical method that solves the equations of motion step-by-step in the time domain, using recorded or synthetic earthquake ground motions as input. Developed by Newmark in 1959, this approach captures the full dynamic response of structures including material nonlinearity, geometric effects, and energy dissipation mechanisms. |
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