Study the Behaviour of G+36 Multistory Building with and Without Transfer Slab using Etabs & Safe

International Journal of Civil Engineering
© 2022 by SSRG - IJCE Journal
Volume 9 Issue 7
Year of Publication : 2022
Authors : Aditya Raut, D. N Kakade
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How to Cite?

Aditya Raut, D. N Kakade, "Study the Behaviour of G+36 Multistory Building with and Without Transfer Slab using Etabs & Safe," SSRG International Journal of Civil Engineering, vol. 9,  no. 7, pp. 35-43, 2022. Crossref, https://doi.org/10.14445/23488352/IJCE-V9I7P106

Abstract:

Due to their importance, highrise building plays a critical role against earthquake. Highrise buildings are mostly designed and analysed by different softwares used in the field of structural engineering; such softwares are Etabs, Staad, etc. Here we are going to analyse highrise buildings with Etabs software. The software shows the behavior of the structure, and the most critical parts are analysed as per the given instructions. The transfer structure has a certain thickness which results in increasing the stability of the structure to construct the no of the floor above the transfer structure. Response spectrum and Equivalent static analysis can be performed, and Different results are found; such results show the performance of the buildings against different loadings and load combinations.

Keywords:

Earthquake, Linear Analysis, Response spectrum, Transfer Slabs, G+36 Story building, ETABs, IS 875, IS-1893, Safe.

References:

[1] A. S. Shaikh, Dr. R. S. Desai, and H. S. Nakhwa, “Comparative Study of Multi-Storied Building with and without Transfer Floor,” Journal of Emerging Technologies and Innovative Research, vol. 9, no. 11, 2022.
[2] Salah El-Din E. El-Metwally, and Mohamed El-Said El-Zoughiby, “Design of Transfer Slabs Using Strut-and-Tie Model.” Crossref, http://doi.org/10.13140/RG.2.2.31899.36647
[3] Gonçalo Ribeiro, “Structural Design of Transfer Structures.”
[4] Yasser M. Abdlebasset, Ezzeldin Y. Sayed-Ahmed, and Sherif A. Mourad, “Highrise Buildings with Transfer Floors: Construction Stages Analysis,” Journal of Al-Azhar University Engineering Sector, vol. 11, no. 40, pp. 927-942, 2016. Crossref, http://doi.org/10.21608/AUEJ.2016.19416
[5] Y.M. Abdlebasset, E.Y. Sayed-Ahmed, and S. A. Mourad “Highrise Buildings with Transfer Floors: Linear Versus Nonlinear Seismic Analysis,” Structural engineering, vol. 16, 2016. Crossref, https://doi.org/10.56748/ejse.16206
[6] Sherif Ahmed Mourad, Ezzeldin Yazeed Sayed Ahmed, et al., “Performance of Highrise Buildings with Transfer Floor Under Seismic Loads.”
[7] Ashraf Osman, and Tamer saad, “Progressive Collapse in High-rise Buildings with Transfer Plate System,” 14th International Conference on Structural & Geotechnical Engineering, 2015.
[8] A. K. Elawady, H. O. Okail, et al., “Seismic Behaviour of Highrise Buildings with Transfer Floors,” Electronic Journal of Structural Engineering, vol. 14, no. 2, pp. 57-70, 2014.
[9] Mohamed Elassaly, and Mohamed Nabil, “Seismic Damage Assessment of Rc Building with the Transfer Slab System,” Earthquake Resistant Engineering Structures XI, vol. 172, pp. 83-95, 2017. Crossref, https://doi.org/10.2495/ERES170081
[10] Tamrazyan A. Georgievich, Alireza M- Banafsheh Varagh, et al., “Study of Monolithic High-rise Buildings with Transfer Floors under Progressive Destruction in the Nonlinear Formulation,” 2012