Parametric Study of Multistorey Tall Building Using Composite Member and Conventional Member
Citation
Akash D. Shah, Hitesh K. Dhameliya "Parametric Study of Multistorey Tall Building Using Composite Member and Conventional Member", International Journal of Engineering Trends and Technology (IJETT), V46(8),415-419 April 2017. ISSN:2231-5381. www.ijettjournal.org. published by seventh sense research group
Abstract
In ancient times structures were made of wood and after that masonry structures come into action. But recently there are so many jaw dropping revolutionary structures which have made the world really many steps ahead than it really was on. Now a days RCC structures and steel structures are generally constructed but a new form of structures known as composite structures also come into considerations. It is very difficult to know that in case of a low rise buildings as well as high rise buildings which type of structure will be more economical and also provides considerable strength. Generally high rise buildings are preferred to be constructed as a steel structure and low rise as R.C.C. structures but composite structures would also make structure more economical and strong. With the latest requirements in the market, it has become a necessity of time in India to reduce the construction time by adopting fast track construction methodologies as well as allowing parallel construction activities. The saving in construction time yields two fold benefits like reduction in investment in the form of interest and early return of the capital invested. Steel-concrete composite construction being a faster technology saves lot of time of construction and hence adoption of such methodology will help the planner to narrow the gap between demand and supply. In this paper the review on multi storey building of R.C.C. and composite structure are analysed and the performance and the various characteristics such as storey drift, joint displacement, base reaction, time period are going to be compared. By the analysis which structure gives the optimum result under the worst condition are obtained and the structural stability is determined from this work.
References
1. Varsha Patil, K. S. ( August 2015). “Comparative Study on Dynamic Analysis of Composite, RCC & Steel Structure” . International Journal of Engineering Technology, Management and Applied Sciences , 8.
2. Bimala Pillai, P. G. (2015). “Comparison between RCC and steel structure with wind and earthquake effect using Staad pro” . International Journal of Applied Research , 6.
3. Avani Mandlik, S. K. (2016). “Behaviour of Symmetrical RCC and Steel Framed Structures Under Seismic and Wind Loading” . International Journal of Research and Scientific Innovation , 6.
4. PANDEY, R. (2014). “Comparative Seismic Analysis of RCC, Steel & Steel-Concrete Composite Frame” . National Institute of Technology, Rourkela , 42.
5. Mr. Nitish A. Mohite, M. P. (2015). “Comparative Analysis of RCC and Steel-ConcreteComposite (B+G+ 11 Storey) Building” . International Journal of Scientific and Research Publications , 6.
6. C. Justine Jose, T. P. (2010). “Prediction of Seismic Torsional Effects in Tall Symmetric Buildings”. IJRRAS , 8.
7. LijuanCheng, C.-M. (2008). “Optimal lateral stiffness design of composite steel and concrete tall frameworks” . ELSEVIER , 12.
8. Zafar Mujawar, P. S. (2015). “Comparative Evaluation Of Reinforced Concrete, Steel And Composite Structures Under The Effect Of Static And Dynamic Loads” . Int. Journal of Engineering Research and Applications , 4.
9. Panchal, B. D. (2013). "Study of Seismic and Wind Effect on Multi Storey R.C.C., Steel and Composite Building" . International Journal of Advances in Engineering & Technology.
Keywords
Composite Member, R.C.C. Structure, Steel Structure, Building, Displacement, Base Reaction, Storey Drift.