Сравнение методов
Просматривайте выбранные методы рядом; строки с различиями подсвечены.
| Конечный метод полос (FSM)× | Взаимодействие "сооружение-основание"× | |
|---|---|---|
| Область | Гражданское строительство | Гражданское строительство |
| Семейство | Process / pipeline | Process / pipeline |
| Год появления≠ | 1976 | 1974 |
| Автор метода≠ | Y. K. Cheung | Artur S. Veletsos |
| Тип≠ | Reduced-dimension numerical method for prismatic structures | Dynamic analysis of coupled soil-foundation-structure systems |
| Основополагающий источник≠ | 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 ↗ |
| Другие названия | FSM, Strip method, Semi-analytical finite element | SSI analysis, Foundation compliance, Dynamic foundation analysis |
| Связанные≠ | 3 | 4 |
| Сводка≠ | 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. |
| ScholarGateНабор данных ↗ |
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