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Comparative Study on R.C.C and Composite Building

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dc.contributor.author Nafi, Wasek Al
dc.contributor.author Paul, Ankon Chandra
dc.contributor.author Sarkar, Peo
dc.contributor.author Hasan, Md. Nayeemul
dc.contributor.author Tushar, Md. Jinnat Hossain
dc.date.accessioned 2022-11-26T05:30:00Z
dc.date.available 2022-11-26T05:30:00Z
dc.date.issued 22-09-21
dc.identifier.uri http://dspace.daffodilvarsity.edu.bd:8080/handle/123456789/9023
dc.description.abstract The composite reinforced concrete structure has gained widespread recognition worldwide as an alternative to pure steel and pure concrete structures. However, this approach is a new concept for the construction sector. Composite reinforced concrete elements are widely used in modern buildings. Extensive research of composite column, composite beam and bridge deck, where the structural steel profile is packed in precast concrete. However, for medium to high buildings, the RCC structure is no longer economical due to increased self-loading, less rigidity, span control and dangerous shape. The results of this work show that composite structures are the most effective solution for high structure compared to the structure of R.C.C. Keywords: Composite Structure, RCC Structure, Composite Column, composite floor, Steel Beam, Shear Connector, Time History Analysis, Equivalent Linear Static Method, Industrial Building, Cost Difference, ETABS software. en_US
dc.language.iso en_US en_US
dc.publisher Daffodil International University en_US
dc.subject Recognition en_US
dc.subject Composite structure en_US
dc.subject Composite column en_US
dc.title Comparative Study on R.C.C and Composite Building en_US
dc.type Other en_US


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