Process / pipelineFoundation Analysis
土-结构相互作用
土-结构相互作用（SSI）分析考虑了结构与其支撑地基土之间的动态耦合，认识到土体并非无限刚性。Veletsos于1974年将其形式化，该方法揭示了与固定基座假设相比，地基柔度、辐射阻尼和运动学效应如何改变结构的地震响应。
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来源
- Veletsos, A. S., & Meek, J. W. (1974). Dynamic behaviour of building-foundation systems. Earthquake Engineering & Structural Dynamics, 3(2), 121-138. DOI: 10.1002/eqe.4290030203 ↗
- Wolf, J. P. (1997). Spring-Dashpot-Mass Systems for Foundation Vibrations. Journal of Engineering Mechanics, 123(5), 1031-1039. link ↗
- Gazetas, G. (1991). Formulas for foundation vibration frequency and damping. Journal of Geotechnical Engineering, 117(9), 1373-1383. link ↗
如何引用本页
ScholarGate. (2026, June 3). Soil-Structure Interaction Analysis. ScholarGate. https://scholargate.app/zh/civil-engineering/soil-structure-interaction
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