পদ্ধতির তুলনা করুন
নির্বাচিত পদ্ধতিগুলো পাশাপাশি পর্যালোচনা করুন; যে সারিগুলোয় পার্থক্য আছে সেগুলো চিহ্নিত করা হয়।
| অরৈখিক সময়-ইতিহাস বিশ্লেষণ× | প্রতিক্রিয়া বর্ণালী বিশ্লেষণ× | |
|---|---|---|
| ক্ষেত্র | পুরকৌশল | পুরকৌশল |
| পরিবার | Process / pipeline | Process / pipeline |
| উদ্ভবের বছর≠ | 1959 | 1941 |
| প্রবর্তক≠ | Nathan M. Newmark | George W. Housner |
| ধরন≠ | Time-stepping numerical method for earthquake engineering | Linear modal analysis for earthquake response |
| মৌলিক উৎস≠ | Newmark, N. M. (1959). A method of computation for structural dynamics. Journal of the Engineering Mechanics Division, 85(3), 67-94. DOI ↗ | 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 | Nonlinear dynamic analysis, Step-by-step integration, Time domain analysis | Elastic response spectrum, Design spectrum method, Modal response spectrum |
| সম্পর্কিত | 4 | 4 |
| সারসংক্ষেপ≠ | 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. | 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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