Compară metode
Examinează metodele selectate una lângă alta; rândurile care diferă sunt evidențiate.
| Analiză Pushover× | Analiză neliniară în domeniul timpului× | |
|---|---|---|
| Domeniu | Inginerie civilă | Inginerie civilă |
| Familie | Process / pipeline | Process / pipeline |
| Anul apariției≠ | 1996 | 1959 |
| Autorul original≠ | Peter Fajfar | Nathan M. Newmark |
| Tip≠ | Nonlinear static method for earthquake engineering | Time-stepping numerical method for earthquake engineering |
| Sursa seminală≠ | 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 ↗ |
| Denumiri alternative≠ | Static pushover, Nonlinear static analysis | Nonlinear dynamic analysis, Step-by-step integration, Time domain analysis |
| Înrudite | 4 | 4 |
| Rezumat≠ | 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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