Effect of soil structure interaction on the response of R.C building to seismic loads, a case study Online publication date: Sun, 17-Mar-2019
by Souhaib Bougherra; Mourad Belgasmia
International Journal of Forensic Engineering (IJFE), Vol. 4, No. 2, 2018
Abstract: The evaluation of the response of reinforced concrete buildings subjected to seismic attacks, wind excitation or other dynamic loading types is essentially affected by the behaviour of the soil surrounding the foundation of the building. Many researchers have been studying the effect of soil structure interaction (SSI) over the last century, but there is still a controversy about the role of soil structure interaction (SSI) and its effect on changing the behaviour of structures. Commonly, designers assume that the base of the structure is fixed, but this approach is certainly not appropriate, for the reason that the stiffness and the damping of the soil are essential for a better designing of a structure. In this paper, the authors will discuss some proposed methods on taking account of soil-structure interaction that must be considered from the very beginning of the design process. In addition, an investigation about the dynamic response of a reinforced concrete structure subjected to seismic loads and designed by assuming the base coupled with discrete spring and dashpot elements, will be carried out.
Online publication date: Sun, 17-Mar-2019
If you are not a subscriber and you just want to read the full contents of this article, buy online access here.Complimentary Subscribers, Editors or Members of the Editorial Board of the International Journal of Forensic Engineering (IJFE):
Login with your Inderscience username and password:
Want to subscribe?
A subscription gives you complete access to all articles in the current issue, as well as to all articles in the previous three years (where applicable). See our Orders page to subscribe.
If you still need assistance, please email email@example.com