Performance of Building with Composite Structural Elements Subjected to Lateral Loads
|International Journal of Civil Engineering|
|© 2022 by SSRG - IJCE Journal|
|Volume 9 Issue 6|
|Year of Publication : 2022|
|Authors : Tobin Nainan, Snehal V. Mevada, Sumant B. Patel, Abhay Gupta|
How to Cite?
Tobin Nainan, Snehal V. Mevada, Sumant B. Patel, Abhay Gupta, "Performance of Building with Composite Structural Elements Subjected to Lateral Loads," SSRG International Journal of Civil Engineering, vol. 9, no. 6, pp. 1-14, 2022. Crossref, https://doi.org/10.14445/23488352/IJCE-V9I6P101
This paper presents the comparative study of composite columns Concrete Encased I-section (C.E.S.) and Concrete Filled Steel Tube (CFST) along with the conventional R.C.C. columns for a 10-storey building subjected to lateral loading. Shear walls and bracings are used as lateral load resisting systems. ETABS software is used to model and analyze both symmetric and asymmetric loading. The seismic analysis is done according to I.S. 1893:2016 Part 1, and the wind forces are according to I.S. 875:2015 Part 3. All composite columns are designed according to Eurocode-4. The results are plotted for base shear, natural period, inter-storey drifts, and displacement. It is observed that the period is higher in the case of composite columns, while the base shear is much lesser than that compared to R.C.C. columns. The composite columns with bracings give the minimum value of storey drift when subjected to lateral loads.
CFST, C.E.S., Lateral loads, Shear walls, Bracings, Base shear, Period, Storey drift.
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