Analysis of Horizontal Dynamic Response of a Single Pile in Layered Foundations Based on the Timoshenko–Pasternak Model
To compensate for the deficiencies of the conventional Euler–Bernoulli beam-dynamic Winkler foundation model in analyzing the horizontal dynamic response of a single pile, in this paper, the Timoshenko–Pasternak model, which considers both the soil shear effect and pile shear deformation, is establi...
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Main Authors: | Jie Jiang, Wencheng Chai |
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Format: | Article |
Language: | English |
Published: |
Wiley
2022-01-01
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Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2022/6913977 |
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