Please use this identifier to cite or link to this item: https://dspace.iiti.ac.in/handle/123456789/6244
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dc.contributor.authorSatyam D., Neelimaen_US
dc.contributor.authorPriyadarsini, Putti Swathien_US
dc.date.accessioned2022-03-17T01:00:00Z-
dc.date.accessioned2022-03-21T10:46:00Z-
dc.date.available2022-03-17T01:00:00Z-
dc.date.available2022-03-21T10:46:00Z-
dc.date.issued2021-
dc.identifier.citationSatyam, N., & Priyadarsini, P. S. (2021). Seismic site characterization and dynamic analysis of pile-supported wharf structure. Indian Geotechnical Journal, 51(1), 211-224. doi:10.1007/s40098-020-00482-8en_US
dc.identifier.issn0971-9555-
dc.identifier.otherEID(2-s2.0-85100483680)-
dc.identifier.urihttps://doi.org/10.1007/s40098-020-00482-8-
dc.identifier.urihttps://dspace.iiti.ac.in/handle/123456789/6244-
dc.description.abstractIndia being a large subcontinent is prone to traumatic earthquakes causing remarkable destruction to property, life and hindering the development of urban areas. Since past few years, the issue of earthquakes has been mentioned by many researchers and agencies. Hence, dynamic site characterization is considered as a primary step in any seismic zonation process. In this research paper, an effort has been made to dynamic site characterization of the city of Vishakhapatnam (India) along with dynamic analysis of a pile-supported wharf structure located in the study area. Dynamic site characterization and response studies that are a subset of micro zoning process provide us with most important outcomes for the hazard estimation process of a particular region. Site characterization has been carried out for the city of Vishakhapatnam, Andhra Pradesh (India), using geotechnical, geological and seismotectonic data. Further, a pile-supported wharf structure is considered in Vishakhapatnam port to study the dynamic behavior and performance analysis of the structure under local site conditions. Wharfs are the structures that are constructed parallel to the shore for mooring of ships. Any damage due to an earthquake to wharfs and berths may lead to inefficiency in port operations. Seismic performance analysis of pile-supported wharf is the most neglected and unaddressed part in codal provisions of many of the countries. Seismic vulnerability analysis also provides a framework to assess the both the performance of the system and economic issues on a whole. © 2021, Indian Geotechnical Society.en_US
dc.language.isoenen_US
dc.publisherSpringeren_US
dc.sourceIndian Geotechnical Journalen_US
dc.subjectEarthquakesen_US
dc.subjectHydraulic structuresen_US
dc.subjectZoningen_US
dc.subjectDynamic behaviorsen_US
dc.subjectEstimation processen_US
dc.subjectLocal site conditionen_US
dc.subjectPerformance analysisen_US
dc.subjectPile-supported wharfen_US
dc.subjectSeismic Performanceen_US
dc.subjectSeismic vulnerabilityen_US
dc.subjectSite characterizationen_US
dc.subjectPilesen_US
dc.subjectdynamic analysisen_US
dc.subjectdynamic responseen_US
dc.subjectearthquake engineeringen_US
dc.subjectmicrotremoren_US
dc.subjectpileen_US
dc.subjectquayen_US
dc.subjectseismicityen_US
dc.subjectsite characterizationen_US
dc.subjectAndhra Pradeshen_US
dc.subjectIndiaen_US
dc.subjectVisakhapatnamen_US
dc.titleSeismic Site Characterization and Dynamic Analysis of Pile-Supported Wharf Structureen_US
dc.typeJournal Articleen_US
Appears in Collections:Department of Civil Engineering

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