Methoden vergelijken
Bekijk de geselecteerde methoden naast elkaar; rijen die verschillen zijn gemarkeerd.
| Pushover-analyse× | Responspectrumanalyse× | |
|---|---|---|
| Vakgebied | Civiele techniek | Civiele techniek |
| Familie | Process / pipeline | Process / pipeline |
| Jaar van ontstaan≠ | 1996 | 1941 |
| Grondlegger≠ | Peter Fajfar | George W. Housner |
| Type≠ | Nonlinear static method for earthquake engineering | Linear modal analysis for earthquake response |
| 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 ↗ | Housner, G. W. (1941). Calculating the response of an oscillator to arbitrary ground motion. Bulletin of the Seismological Society of America, 32(2), 143-149. link ↗ |
| Aliassen≠ | Static pushover, Nonlinear static analysis | Elastic response spectrum, Design spectrum method, Modal response spectrum |
| 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. | Response spectrum analysis is a linear modal method for estimating earthquake-induced forces and displacements in structures. Introduced by Housner in 1941, this approach uses design spectra that represent the maximum response of single-degree-of-freedom oscillators at different natural frequencies to compute the structural response by combining modal contributions. |
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