Vibration of Semi Rigid Foundation Locating on Elastic Half Space
Authors/Creators
- 1. Associate Professor, College of Engineering & IT, Onaizah Colleges, 51911, Saudi Arabia
- 2. Emeritus Prof., Zagazig University, Egypt, Presently: College of Engineering & IT, Onaizah Colleges, 51911, Saudi Arabia
- 3. Emeritus Prof., Faculty of Engineering, Benha University, 13511, Egypt
- 4. Emeritus Prof., Faculty of Petroleum & Mining Eng., Suez Canal University, 41522 Egypt
- 5. Lecturer, College of Engineering, King Khalid University, 62529, Saudi Arabia
Description
Abstract: In this research work, the vibration reaction of a massless or massive raft foundation is investigated. The raft foundation is located on a homogeneous linear-elastic half space and faced to external dynamic loads. The elastic half space, signifying the medium of soil, is formulated by a semi analytical method in a complex response. Hence, this work is analyzed in time-domain by employing inversion fast Fourier transformation for impedance coefficients of subgrade soil. The foundation mat has to be discretized into a number of finite elements, which are combined with the corresponding sub regions of the elastic half-space through compatibility and equilibrium conditions. The proposed approach yields results which are in good agreement with those obtained in previous studies. Numerically works are shown to observe the influence of relative stiffness and aspect ratio of the foundation on the raft reaction.
Keywords: Dynamic loads, Elastic half space, Foundation, Semi analytical method, Semi rigid foundation, Vibration.
Title: Vibration of Semi Rigid Foundation Locating on Elastic Half Space
Author: Mohammad Shahiq Khan, Samir El-Naggar, Mohamed M. Soliman, Samir Shalaby, Saiful Islam
International Journal of Novel Research in Civil Structural and Earth Sciences
ISSN 2394-7357
Vol. 9, Issue 2, May 2022 - August 2022
Page No: 8-15
Novelty Journals
Website: www.noveltyjournals.com
Published Date: 17-May-2022
DOI: https://doi.org/10.5281/zenodo.6556936
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