Σύγκριση μεθόδων
Εξετάστε τις επιλεγμένες μεθόδους δίπλα-δίπλα· οι γραμμές που διαφέρουν επισημαίνονται.
| Ανάλυση Φάσματος Απόκρισης× | Ανάλυση Μη Γραμμικής Ιστορικής Εξέλιξης× | |
|---|---|---|
| Πεδίο | Πολιτική Μηχανική | Πολιτική Μηχανική |
| Οικογένεια | Process / pipeline | Process / pipeline |
| Έτος προέλευσης≠ | 1941 | 1959 |
| Δημιουργός≠ | George W. Housner | Nathan M. Newmark |
| Τύπος≠ | Linear modal analysis for earthquake response | Time-stepping numerical method for earthquake engineering |
| Θεμελιώδης πηγή≠ | 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 ↗ | Newmark, N. M. (1959). A method of computation for structural dynamics. Journal of the Engineering Mechanics Division, 85(3), 67-94. DOI ↗ |
| Εναλλακτικές ονομασίες | Elastic response spectrum, Design spectrum method, Modal response spectrum | Nonlinear dynamic analysis, Step-by-step integration, Time domain analysis |
| Συναφείς | 4 | 4 |
| Σύνοψη≠ | 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. | 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. |
| ScholarGateΣύνολο δεδομένων ↗ |
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