Resmi, Ratnakaran and Lakshmy, Parameswaran and Shetty, Kiran Kumar (2013) Seismic response of pier-pile foundation system of a multispan elevated roadway. In: National conference on new horizons in civil Engineering , April 12-13, M I T Manipal.
![[img]](http://eprints.manipal.edu/style/images/fileicons/application_pdf.png) |
PDF
3.pdf - Published Version Restricted to Registered users only Download (4MB) | Request a copy |
Abstract
In this paper the effect of soil structure interaction on seismic response of pier-pile foundation systems of a multi-span elevated roadway has been presented. Past experiences and recent research indicates that soil structure interaction plays a very important role on seismic response of bridge structures. When the elevated roadway is a continuous bridge, the fixed piers attract more seismic forces than the free piers. The bridge pier-pile foundation system has been modeled and the frequency and time period and seismic forces have been estimated.Further, a portion of an elevated roadway of 102m length, which is a three span continuous bridge, has been analyzed to find the seismic response and conclusions are drawn
| Item Type: | Conference or Workshop Item (Paper) |
|---|---|
| Subjects: | Engineering > MIT Manipal > Civil Engineering |
| Depositing User: | MIT Library |
| Date Deposited: | 05 Sep 2013 06:28 |
| Last Modified: | 05 Sep 2013 06:28 |
| URI: | http://eprints.manipal.edu/id/eprint/136880 |
Actions (login required)
 |
View Item |