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Please use this identifier to cite or link to this item: http://172.22.28.37:8080/xmlui/handle/123456789/894
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dc.contributor.authorKarde, Ratnakar Rajendra-
dc.date.accessioned2021-11-12T09:42:53Z-
dc.date.available2021-11-12T09:42:53Z-
dc.date.issued2019-
dc.identifier.urihttp://172.22.28.37:8080/xmlui/handle/123456789/894-
dc.descriptionUnder the Supervision of Dr. Popat D. Kumbharen_US
dc.description.abstractBridge substructure plays an important role in durability of a structure in the event of earthquake. As the risk associated with the bridge structure increases with ground motion, especially under severe earthquake forces, it becomes nec- essary to give special attention in the process of its analysis and design. In this report, dynamic analysis of circular and wall type piers is presented by varying the width of superstructure (8m, 10m, 12.5m, and 16m) over the piers using nite element-based software (MIDAS Civil).en_US
dc.description.sponsorshipDhruv Consultancy Services Ltd., Navi Mumbaien_US
dc.language.isoenen_US
dc.publisherRajarambapu Institute of Technology, Rajaramnagaren_US
dc.subjectCircular Pieren_US
dc.subjectStressesen_US
dc.subjectWall Type Pieren_US
dc.subjectFinite Elementen_US
dc.titleComparative Study of Elastic and Non-linear Dynamic Analysis for Di erent Types of Bridge Substructuresen_US
dc.typeOtheren_US
Appears in Collections:M.Tech Structural Engineering

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