Substructure Pseudo-Dynamic Test Study for a Structure Including Soil–Pile–Structure Dynamic Interaction

Substructure Pseudo-Dynamic Test Study for a Structure Including Soil–Pile–Structure Dynamic Interaction

An improved Penzien model is proposed in this paper as a simplified model of soil–pile–structure interaction. The dynamic nonlinearity of soil under earthquake excitation is simulated by ANSYS in a free-field model and added to the original Penzien model. The improved Penzien model uses the finite e...

Full description

Bibliographic Details
Main Authors: Qi Ge, Tiancai Zheng, Feng Xiong, Mingming Ran, Jiang Chen, Yang Lu
Format: Article
Language:English
Published: MDPI AG 2023-05-01
Series:Applied Sciences
Subjects:
soil–pile–structure
improved Penzien model
pseudo-dynamic test
substructure
soil dynamic nonlinearity
Online Access:https://www.mdpi.com/2076-3417/13/11/6709

Similar Items

Similar Items