An Explicit Finite Difference Method for Dynamic Interaction of Damped Saturated Soil Site-Pile Foundation-Superstructure System and Its Shaking Table Analysis

The saturated soil site-pile foundation-superstructure system, with large degrees of freedom or strong nonlinear problems, often involves a large amount of calculation and low computational efficiency. In this paper, a fully explicit finite difference method is proposed for a saturated soil site-pil...

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Bibliographic Details
Main Authors: Jia Song, Xuelian Ma, Kemin Jia, Yu Yang
Format: Article
Language:English
Published: MDPI AG 2022-08-01
Series:Buildings
Subjects:
Online Access:https://www.mdpi.com/2075-5309/12/8/1186