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- W2247790665 abstract "Engineers are familiar with the problems involved in constructing either steel or concrete building, as each of these materials has its own peculiarity. Steel structural members are generally fabricated as component consisting of thin plate elements, so they are prone to local and lateral buckling. Therefore, they are checked for the failure due to buckling and instability, while concrete structural members are generally thick and unlikely to buckle; but they are inclined to creep and shrinkage with time. Therefore, a system comprising steel-concrete-composite structure was developed to take benefit of both the material. For building systems, steel-concrete composite structures are known as the most economical solution to the diverse engineering design requirements of stiffness and strength. In the present work, all three types of building as mentioned above, i.e., steel, concrete and composite multistory buildings, were modeled in ETABS 9.2 software. All three types were analyzed by static seismic coefficient and dynamic response spectrum analysis methods. The results, in terms of natural period, frequency, storey displacement, story drift, story shear, story moment, story stiffness, were compared. The main objective of the present study is to understand the seismic behavior of multistory RCC, steel and composite building and to get an idea for choosing the best alternative for construction in earthquake-prone area." @default.
- W2247790665 created "2016-06-24" @default.
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- W2247790665 date "2012-01-12" @default.
- W2247790665 modified "2023-09-26" @default.
- W2247790665 title "A Comparative Analytical Study of Seismic Response of Steel, Concrete and Composite Buildings" @default.
- W2247790665 hasPublicationYear "2012" @default.
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