विधियों की तुलना करें
चुनी हुई विधियों की आमने-सामने समीक्षा करें; भिन्नता वाली पंक्तियाँ रेखांकित हैं।
| परिमित पट्टी विधि× | मृदा-संरचना अंतःक्रिया (Soil-Structure Interaction - SSI)× | |
|---|---|---|
| क्षेत्र | सिविल इंजीनियरिंग | सिविल इंजीनियरिंग |
| परिवार | Process / pipeline | Process / pipeline |
| उद्भव वर्ष≠ | 1976 | 1974 |
| प्रवर्तक≠ | Y. K. Cheung | Artur S. Veletsos |
| प्रकार≠ | Reduced-dimension numerical method for prismatic structures | Dynamic analysis of coupled soil-foundation-structure systems |
| मौलिक स्रोत≠ | Cheung, Y. K. (1976). Finite Strip Method in Structural Analysis. Pergamon Press. ISBN: 0-08-020191-5 | Veletsos, A. S., & Meek, J. W. (1974). Dynamic behaviour of building-foundation systems. Earthquake Engineering & Structural Dynamics, 3(2), 121-138. DOI ↗ |
| उपनाम | FSM, Strip method, Semi-analytical finite element | SSI analysis, Foundation compliance, Dynamic foundation analysis |
| संबंधित≠ | 3 | 4 |
| सारांश≠ | The finite strip method (FSM) is a semi-analytical numerical approach for analyzing prismatic or cylindrical structures by dividing them into strips in one direction and using analytical or exact solutions in the perpendicular direction. Developed by Cheung in 1976, FSM reduces computational cost and often provides superior accuracy for structures with regular geometry along one axis. | Soil-structure interaction (SSI) analysis accounts for the dynamic coupling between a structure and its supporting foundation soil, recognizing that the soil is not infinitely rigid. Formalized by Veletsos in 1974, this approach reveals how foundation compliance, radiation damping, and kinematic effects modify the structure's seismic response compared to fixed-base assumptions. |
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