Сравнение на методи
Прегледайте избраните методи един до друг; редовете с разлики са откроени.
| Взаимодействие почва-конструкция× | MODFLOW моделиране на подземни води× | |
|---|---|---|
| Област | Строително инженерство | Строително инженерство |
| Семейство | Process / pipeline | Process / pipeline |
| Година на възникване≠ | 1974 | 1984 (original release); continuously updated through MODFLOW-6 (2017) |
| Създател≠ | Artur S. Veletsos | Michael G. McDonald and Arlen W. Harbaugh (U.S. Geological Survey) |
| Тип≠ | Dynamic analysis of coupled soil-foundation-structure systems | Numerical groundwater flow simulation |
| Основополагащ източник≠ | Veletsos, A. S., & Meek, J. W. (1974). Dynamic behaviour of building-foundation systems. Earthquake Engineering & Structural Dynamics, 3(2), 121-138. DOI ↗ | Harbaugh, A. W. (2005). MODFLOW-2005, the U.S. Geological Survey modular ground-water model — the Ground-Water Flow Process. U.S. Geological Survey Techniques and Methods 6-A16. link ↗ |
| Други названия≠ | SSI analysis, Foundation compliance, Dynamic foundation analysis | MODFLOW-2005, MODFLOW-6, modular groundwater flow model, USGS groundwater model |
| Свързани≠ | 4 | 0 |
| Резюме≠ | 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. | MODFLOW is the U.S. Geological Survey's open-source, modular finite-difference model for simulating three-dimensional groundwater flow through porous media. First released in 1984 and continuously updated — most recently as MODFLOW-6 — it is the global standard for quantitative hydrogeological analysis, widely used in civil engineering, environmental consulting, water-resource management, and groundwater contamination studies. |
| ScholarGateНабор от данни ↗ |
|
|