विधियों की तुलना करें
चुनी हुई विधियों की आमने-सामने समीक्षा करें; भिन्नता वाली पंक्तियाँ रेखांकित हैं।
| समकक्ष स्थैतिक विश्लेषण× | अरेखीय समय-इतिहास विश्लेषण× | |
|---|---|---|
| क्षेत्र | सिविल इंजीनियरिंग | सिविल इंजीनियरिंग |
| परिवार | Process / pipeline | Process / pipeline |
| उद्भव वर्ष | 1959 | 1959 |
| प्रवर्तक≠ | SEAOC (Structural Engineers Association of California) | Nathan M. Newmark |
| प्रकार≠ | Simplified linear method for earthquake-equivalent lateral forces | Time-stepping numerical method for earthquake engineering |
| मौलिक स्रोत≠ | SEAOC (1959). Lateral Forces by Virtual Work. Proceedings of the Structural Engineers Association of California, 28(1), 1-16. link ↗ | Newmark, N. M. (1959). A method of computation for structural dynamics. Journal of the Engineering Mechanics Division, 85(3), 67-94. DOI ↗ |
| उपनाम | Lateral force method, Simplified seismic design, Static equivalent method | Nonlinear dynamic analysis, Step-by-step integration, Time domain analysis |
| संबंधित≠ | 3 | 4 |
| सारांश≠ | 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. | 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. |
| ScholarGateडेटासेट ↗ |
|
|