SEISMIC EVALUATION OF METRO-RAIL BRIDGE PIERS BY FORCE BASED APPROACH AND DISPLACEMENT BASED APPROACH

Vishal Desai; Vipul Vyas; Bhagirath Joshi

SEISMIC EVALUATION OF METRO-RAIL BRIDGE PIERS BY FORCE BASED APPROACH AND DISPLACEMENT BASED APPROACH

February 2017

Vol-3, Issue-1

Paper ID: 3765

ISSN: 2395-4396

Downloads: 0

Abstract & Details

Research Area

Structure Engineering

Keywords

Force Based Design Direct Displacement Based Design Bridge substructure Performance Based design Elevated metro system RC Bridge Pier

Abstract

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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Author Information

#	Name	Institute / Affiliation
1	Vishal Desai	Chandubhai S. Patel Institute of Technology
2	Vipul Vyas	Chandubhai S. Patel Institute of Technology
3	Bhagirath Joshi	STUP Consultancy P Ltd

How to Cite

Use the following formats to cite this article in your research.

APA Style

Desai, Vishal, Vyas, Vipul, & Joshi, Bhagirath (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.

MLA Style

Desai, Vishal, et al. "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, pp. 909-919.

IEEE Style

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, 2017.

Vancouver Style

Desai Vishal, Vyas Vipul, Joshi Bhagirath. 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. 2017;3(1):909-919.

Harvard Style

Desai, Vishal, Vyas, Vipul, & Joshi, Bhagirath (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. 909-919.

Chicago Style

Desai, Vishal, 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.

Turabian Style

Desai, Vishal, 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.