Go to:
Logótipo
Comuta visibilidade da coluna esquerda
Você está em: Start > Publications > View > Time-domain FEM simulation of the propagation of pile-driving induced vibrations
Publication

Publications

Time-domain FEM simulation of the propagation of pile-driving induced vibrations

Title
Time-domain FEM simulation of the propagation of pile-driving induced vibrations
Type
Article in International Conference Proceedings Book
Year
2019
Authors
Pedro Alves Costa
(Author)
FEUP
View Personal Page You do not have permissions to view the institutional email. Search for Participant Publications View Authenticus page View ORCID page
Luís Godinho
(Author)
Other
The person does not belong to the institution. The person does not belong to the institution. The person does not belong to the institution. Without AUTHENTICUS Without ORCID
Tales Sofidis
(Author)
Other
The person does not belong to the institution. The person does not belong to the institution. The person does not belong to the institution. Without AUTHENTICUS Without ORCID
Delfim Soares
(Author)
Other
The person does not belong to the institution. The person does not belong to the institution. The person does not belong to the institution. Without AUTHENTICUS Without ORCID
Other information
Resumo (PT):
Abstract (EN): Many construction operations induce significant vibrations in soils, which propagate and interfere with nearby buildings. Besides the physical effect on existing structures, these vibrations cause discomfort to building users, and are themselves a limiting factor for the execution of some operations. It is the case of impact pile-driving operations, inducing the propagation of different wave types in the soil. The present paper presents an initial study on the applicability of FEM-based time-marching algorithms for the simulation of this propagation. The paper first presents the proposed time-marching techniques, verifying their results with analytical solutions. Besides the time-marching algorithm, the effect of the order of the finite element on the accuracy of the results is also assessed, considering linear and quadratic elements. Numerical simulation of the ground wave propagation due to an impact load is then presented and the corresponding results are analyzed.
Language: English
Type (Professor's evaluation): Scientific
No. of pages: 10
Documents
We could not find any documents associated to the publication with allowed access.
Recommend this page Top
Copyright 1996-2025 © Faculdade de Direito da Universidade do Porto  I Terms and Conditions  I Acessibility  I Index A-Z
Page created on: 2025-08-18 at 13:54:38 | Privacy Policy | Personal Data Protection Policy | Whistleblowing