Seismic analysis of medium rise building by response spectrum methd

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dc.contributor.author Siddiqui, Mohammad Junaid
dc.contributor.author Khan, Iftekar Salim 14CE24
dc.contributor.author Mohd Aquib, Mohd Mobin 14CE39
dc.contributor.author Quraishi, Faiz Ahmed 14CE48
dc.contributor.author Sayed, Afnan Irfan 14CE49
dc.date.accessioned 2018-08-18T07:11:43Z
dc.date.available 2018-08-18T07:11:43Z
dc.date.issued 2018-05
dc.identifier.uri http://www.aiktcdspace.org:8080/jspui/handle/123456789/2602
dc.description Submitted in partial fulfilment of the requirements for the degree of Bachelor of Civil Engineering en_US
dc.description.abstract In India multi-storied building are usually constructed due to high cost and scarcity of land. In order to utilize maximum land area, builders and architects generally propose high to medium rise building plan configurations. These buildings which are constructed in seismic prone areas, are likely to be damaged during earthquake. Earthquake is a natural phenomenon which can generate the most destructive forces on the structure. Buildings should be made safe for the lives by proper design and detailing of structural member in order to have a ductile form of failure. The concept of earthquake resistant design is that the building should be designed to resist the forces, which arises due to Design Basis Earthquake, with only minor damages and the forces, which arises due to Maximum Considered Earthquake, with some accepted structural damages but no collapse. This project report comprises of seismic analysis and design of a RC building. This building is designed in ETABS and building is analysed using Response Spectrum Method as per IS-1893 (part 1):2002. en_US
dc.language.iso en en_US
dc.publisher AIKTC en_US
dc.relation.ispartofseries Accession # PE0412;
dc.subject Project Report - CE en_US
dc.title Seismic analysis of medium rise building by response spectrum methd en_US
dc.type Project Report en_US


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