A REVIEW ON ELEVATED METRO BRIDGE SUBSTRUCTURE
| Author(s) | : | Manohar S Mistry, Dimple Desai, Bansari Mor |
| Institution | : | Civil Department, Chhotubhai Gopalbhai Patel Institute of Technology |
| Published In | : | Vol. 4, Issue 11 — November 2017 |
| Page No. | : | 284-288 |
| Domain | : | Engineering |
| Type | : | Research Paper |
| ISSN (Online) | : | 2348-4470 |
| ISSN (Print) | : | 2348-6406 |
Now a days the Force based design (FBD) method is used for seismic design of metro bridge pier which haslimitation to damage control of structure. It is understood that Displacement can be directly related to damage controlnot by force. This paper contains to design of metro bridge pier using direct displacement based design (DDBD) methodconfirming to IS provisions and traditional strength based method. Parametric analysis of pier is considered by differentcircular and square cross section having different heights of 8m, 10m, 12m and 15m are carried out using FBD andDDBD procedure. The seismic assessment obtains from the analysis of the pier design using both methods are compared.
Manohar S Mistry, Dimple Desai, Bansari Mor, “A REVIEW ON ELEVATED METRO BRIDGE SUBSTRUCTURE”, International Journal of Advance Engineering and Research Development (IJAERD), Vol. 4, Issue 11, pp. 284-288, November 2017.
