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Paper Details

Paper Title
Now a days the Force based design (FBD) method is used for seismic design of metro bridge pier which has limitation to damage control of structure. It is understood that Displacement can be directly related to damage control not by force. This paper contains to design of metro bridge pier using direct displacement based design (DDBD) method confirming to IS provisions and traditional strength based method. Parametric analysis of pier is considered by different circular and square cross section having different heights of 8m, 10m, 12m and 15m are carried out using FBD and DDBD procedure. The seismic assessment obtains from the analysis of the pier design using both methods are compared.
Force Based Design, Direct Displacement Based Design, Bridge substructure, Performance Based Design, Elevated metro system
Others Details
Paper Id : 95819
Author Name : Manohar S Mistry
Co-Author Name(s) : Dimple DesaiBansari Mor
Volume/Issue No : Volume 04 Issue 11
Page No : 284-288
DOI Number : DOI:10.21090/IJAERD.95819
Publication Date : 2017-11-14
License : This work is licensed under a Creative Commons Attribution 4.0 International License.
website :
Impact Factor : 4.72, SJIF-2016
ISSN Details : eISSN: 2348-4470, pISSN:2348-6406