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dc.contributor.authorGUPTA, ARUN KUMAR-
dc.date.accessioned2022-02-21T08:33:03Z-
dc.date.available2022-02-21T08:33:03Z-
dc.date.issued2021-07-
dc.identifier.urihttp://dspace.dtu.ac.in:8080/jspui/handle/repository/18840-
dc.description.abstractThis report covers the detailed explanation about the determination of seismic parameter of RCC tall building using shear core, shear wall and shear core with outrigger. Building are subjected to various loads such as dead load, live load ,wind load and seismic load. Seismic load has extreme adverse effect on building so it is necessary to perform seismic analysis This paper describe about the response of building when it is subjected to seismic load , this response can be shown by story drift and base shear. Seismic analysis has been performed on (G+30) building which is located in zone 4 using ETABS software. Analysis has been performed according to IS 1893 PART 1 (2016). This paper gives total rule to manual as wells programming examination of seismic coefficient technique.en_US
dc.language.isoenen_US
dc.publisherDELHI TECHNOLOGICAL UNIVERSITYen_US
dc.relation.ispartofseriesTD - 5374;-
dc.subjectTALL BUILDINGen_US
dc.subjectSEISMIC FORCEen_US
dc.subjectRESPONSE SPECTRUM ANALYSISen_US
dc.subjectSHEAR COREen_US
dc.subjectSHEAR WALLen_US
dc.subjectSHEAR CORE WITH OUTRIGGERen_US
dc.titleDETERMINATION OF SEISMIC PARAMETER OF RCC TALL BUILDING USING SHEAR CORE , SHEAR WALL AND SHEAR CORE WITH OUTRIGGERen_US
dc.typeThesisen_US
Appears in Collections:M.E./M.Tech. Civil Engineering

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