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Title: :  SEISMIC EVALUATION OF METRO-RAIL BRIDGE PIERS BY FORCE BASED APPROACH AND DISPLACEMENT BASED APPROACH
PaperId: :  3765
Published in:   International Journal Of Advance Research And Innovative Ideas In Education
Publisher:   IJARIIE
e-ISSN:   2395-4396
Volume/Issue:    Volume 3 Issue 1 2017
DUI:    16.0415/IJARIIE-3765
Licence: :   IJARIIE is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.

Author NameAuthor Institute
Vishal DesaiChandubhai S. Patel Institute of Technology
Vipul VyasChandubhai S. Patel Institute of Technology
Bhagirath JoshiSTUP Consultancy P Ltd

Abstract

Structure Engineering
Force Based Design, Direct Displacement Based Design, Bridge substructure, Performance Based design, Elevated metro system, RC Bridge Pier
Now a day the widely used the Force based design (FBD) method for seismic design of metro bridge pier has limitation to damage control of structure. It is understood that Displacement can be directly related to damage control not a force. The alternative design methods are becoming popular in recent years. 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 different circular and square cross-section having different heights of 8m, 10m, 12m and 15m were carried out using FBD and DDBD procedure. The seismic assessment obtains from the analysis of the pier design using both methods were compared.

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IJARIIE Vishal Desai, Vipul Vyas, and Bhagirath Joshi. "SEISMIC EVALUATION OF METRO-RAIL BRIDGE PIERS BY FORCE BASED APPROACH AND DISPLACEMENT BASED APPROACH" International Journal Of Advance Research And Innovative Ideas In Education Volume 3 Issue 1 2017 Page 909-919
MLA Vishal Desai, Vipul Vyas, and Bhagirath Joshi. "SEISMIC EVALUATION OF METRO-RAIL BRIDGE PIERS BY FORCE BASED APPROACH AND DISPLACEMENT BASED APPROACH." International Journal Of Advance Research And Innovative Ideas In Education 3.1(2017) : 909-919.
APA Vishal Desai, Vipul Vyas, & Bhagirath Joshi. (2017). SEISMIC EVALUATION OF METRO-RAIL BRIDGE PIERS BY FORCE BASED APPROACH AND DISPLACEMENT BASED APPROACH. International Journal Of Advance Research And Innovative Ideas In Education, 3(1), 909-919.
Chicago Vishal Desai, Vipul Vyas, and Bhagirath Joshi. "SEISMIC EVALUATION OF METRO-RAIL BRIDGE PIERS BY FORCE BASED APPROACH AND DISPLACEMENT BASED APPROACH." International Journal Of Advance Research And Innovative Ideas In Education 3, no. 1 (2017) : 909-919.
Oxford Vishal Desai, Vipul Vyas, and Bhagirath Joshi. 'SEISMIC EVALUATION OF METRO-RAIL BRIDGE PIERS BY FORCE BASED APPROACH AND DISPLACEMENT BASED APPROACH', International Journal Of Advance Research And Innovative Ideas In Education, vol. 3, no. 1, 2017, p. 909-919. Available from IJARIIE, http://ijariie.com/AdminUploadPdf/SEISMIC_EVALUATION_OF_METRO_RAIL_BRIDGE_PIERS_BY_FORCE_BASED_APPROACH_AND_DISPLACEMENT_BASED_APPROACH_ijariie3765.pdf (Accessed : 22 June 2020).
Harvard Vishal Desai, Vipul Vyas, and Bhagirath Joshi. (2017) 'SEISMIC EVALUATION OF METRO-RAIL BRIDGE PIERS BY FORCE BASED APPROACH AND DISPLACEMENT BASED APPROACH', International Journal Of Advance Research And Innovative Ideas In Education, 3(1), pp. 909-919IJARIIE [Online]. Available at: http://ijariie.com/AdminUploadPdf/SEISMIC_EVALUATION_OF_METRO_RAIL_BRIDGE_PIERS_BY_FORCE_BASED_APPROACH_AND_DISPLACEMENT_BASED_APPROACH_ijariie3765.pdf (Accessed : 22 June 2020)
IEEE Vishal Desai, Vipul Vyas, and Bhagirath Joshi, "SEISMIC EVALUATION OF METRO-RAIL BRIDGE PIERS BY FORCE BASED APPROACH AND DISPLACEMENT BASED APPROACH," International Journal Of Advance Research And Innovative Ideas In Education, vol. 3, no. 1, pp. 909-919, Jan-Feb 2017. [Online]. Available: http://ijariie.com/AdminUploadPdf/SEISMIC_EVALUATION_OF_METRO_RAIL_BRIDGE_PIERS_BY_FORCE_BASED_APPROACH_AND_DISPLACEMENT_BASED_APPROACH_ijariie3765.pdf [Accessed : 22 June 2020].
Turabian Vishal Desai, Vipul Vyas, and Bhagirath Joshi. "SEISMIC EVALUATION OF METRO-RAIL BRIDGE PIERS BY FORCE BASED APPROACH AND DISPLACEMENT BASED APPROACH." International Journal Of Advance Research And Innovative Ideas In Education [Online]. volume 3 number 1 (22 June 2020).
Vancouver Vishal Desai, Vipul Vyas, and Bhagirath Joshi. SEISMIC EVALUATION OF METRO-RAIL BRIDGE PIERS BY FORCE BASED APPROACH AND DISPLACEMENT BASED APPROACH. International Journal Of Advance Research And Innovative Ideas In Education [Internet]. 2017 [Cited : 22 June 2020]; 3(1) : 909-919. Available from: http://ijariie.com/AdminUploadPdf/SEISMIC_EVALUATION_OF_METRO_RAIL_BRIDGE_PIERS_BY_FORCE_BASED_APPROACH_AND_DISPLACEMENT_BASED_APPROACH_ijariie3765.pdf
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