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| تحليل طيف الاستجابة× | التحليل الساكن المكافئ× | |
|---|---|---|
| المجال | الهندسة المدنية | الهندسة المدنية |
| العائلة | Process / pipeline | Process / pipeline |
| سنة النشأة≠ | 1941 | 1959 |
| صاحب الطريقة≠ | George W. Housner | SEAOC (Structural Engineers Association of California) |
| النوع≠ | Linear modal analysis for earthquake response | Simplified linear method for earthquake-equivalent lateral forces |
| المصدر التأسيسي≠ | 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 ↗ | SEAOC (1959). Lateral Forces by Virtual Work. Proceedings of the Structural Engineers Association of California, 28(1), 1-16. link ↗ |
| الأسماء البديلة | Elastic response spectrum, Design spectrum method, Modal response spectrum | Lateral force method, Simplified seismic design, Static equivalent method |
| ذات صلة≠ | 4 | 3 |
| الملخص≠ | 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. | 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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