Comparative Seismic Analysis of G+ 6 Composite Frame Building in Zone III & Zone V
Journal Title: International Journal of engineering Research and Applications - Year 2017, Vol 7, Issue 11
Abstract
In recent times, there is great need to make the structure efficient, reliable and sustainable to all adverse circumstances. The most dangerous and disastrous one is earthquake. So there is a need to evaluate and improve the seismic performance of multistoried buildings. Composite structures have been known to perform well under earthquake loads. Composite structures are good at resisting earthquake. The use of these so-called compositeframe structures has as its underlying principle, the combination of these two distinctive and different building materials to benefit from the advantages of both-namely, the inherent stiffness and economy of reinforced concrete and the speed of construction, strength and light weight of structural steel. In this study we are dealing with comparative study of seismic analysis of G+6 composite frame building in Zone III and Zone V. The equivalent static analysis is carried out on the entire mathematical 3D model using the software “STAAD Pro V8i” and the comparison of some factors like axial forces, shear forces & bending moments in both the zones are presented in graphical form. For resisting lateral loads, steel plate shear wall is to be used. This will help us to find the various analytical properties of the structure.
Authors and Affiliations
Kalyani B. Sawarkar, Mohd. Zuhair
Keywords
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- EP ID EP392954
- DOI 10.9790/9622-0711072935.
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