পদ্ধতির তুলনা করুন
নির্বাচিত পদ্ধতিগুলো পাশাপাশি পর্যালোচনা করুন; যে সারিগুলোয় পার্থক্য আছে সেগুলো চিহ্নিত করা হয়।
| সমতুল্য স্থির বিশ্লেষণ× | প্রতিক্রিয়া বর্ণালী বিশ্লেষণ× | |
|---|---|---|
| ক্ষেত্র | পুরকৌশল | পুরকৌশল |
| পরিবার | Process / pipeline | Process / pipeline |
| উদ্ভবের বছর≠ | 1959 | 1941 |
| প্রবর্তক≠ | SEAOC (Structural Engineers Association of California) | George W. Housner |
| ধরন≠ | Simplified linear method for earthquake-equivalent lateral forces | Linear modal analysis for earthquake response |
| মৌলিক উৎস≠ | SEAOC (1959). Lateral Forces by Virtual Work. Proceedings of the Structural Engineers Association of California, 28(1), 1-16. 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 ↗ |
| অপর নাম | Lateral force method, Simplified seismic design, Static equivalent method | Elastic response spectrum, Design spectrum method, Modal response spectrum |
| সম্পর্কিত≠ | 3 | 4 |
| সারসংক্ষেপ≠ | 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. | 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. |
| ScholarGateডেটাসেট ↗ |
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