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DOI Prefix: 10.47001/IRJIET

Analysis of G+8 Building Using ETABS

Hogale Akshay DattatrayStudent, Department of Civil Engineering, S.B.Patil College of Engineering, Indapur, Savirtibai Phule Pune University, IndiaDevkar Sagar PandurangStudent, Department of Civil Engineering, S.B.Patil College of Engineering, Indapur, Savirtibai Phule Pune University, IndiaThengal Akshay BabasahebStudent, Department of Civil Engineering, S.B.Patil College of Engineering, Indapur, Savirtibai Phule Pune University, IndiaRananaware Abhishek SudanraoStudent, Department of Civil Engineering, S.B.Patil College of Engineering, Indapur, Savirtibai Phule Pune University, IndiaProf. M.B. KatkarProfessor, Department of Civil Engineering, S.B.Patil College of Engineering, Indapur, Savirtibai Phule Pune University, India

Vol 7 No 5 (2023): Volume 7, Issue 5, May 2023 | Pages: 196-201

International Research Journal of Innovations in Engineering and Technology

OPEN ACCESS | Research Article | Published Date: 28-05-2023

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Abstract

During seismic activity, the response of structures is influenced by Soil Structure Interaction (SSI) which is the process where the response of soil particles to earthquake ground motion affects the motion of structure and the response of structure affects the motion of soil mass. In design offices the base of multi-storey buildings are taken as fixed and analysed for earthquake response using provisions of IS 1893-2016 with the aid of response spectrum given for soft, medium and hard soils in foundation. But in reality, the type of soil present in and around the foundation structure also participates in the seismic response and the assumption of fixed base becomes conservative. Soil structure interaction usually carried out for soft, medium and hard soil. The plan dimension of the building is 16.84 m by 24.15 m and the height of the building is 28.95 m from the ground level. The height of all stories is 3.04 m.

Keywords

Soil Structure Interaction (SSI), earthquake ground motion affects, response of structure affects the motion of soil mass, provisions of IS 1893-2016


Citation of this Article

Hogale Akshay Dattatray, Devkar Sagar Pandurang, Thengal Akshay Babasaheb, Rananaware Abhishek Sudanrao, Prof. M.B. Katkar, “Analysis of G+8 Building Using ETABS” Published in International Research Journal of Innovations in Engineering and Technology - IRJIET, Volume 7, Issue 5, pp 196-201, May 2023. https://doi.org/10.47001/IRJIET/2023.705023

Licence Copyright (c) 2026 International Research Journal of Innovations in Engineering and Technology creative common licence This work is licensed under Creative common Attribution Non Commercial 4.0 Internation Licence
References
  1. Chaitanya Patel, Noopur Shah, (2016) “Building with Underground Storey with Variations in Soil Subgrade Modulus”, IJEDR | Volume 4, Issue 2 | ISSN: 2321-9939.
  2. M Roopa, H. G. Naikar, Dr. D. S. Prakash, (2015) “Soil Structure Interaction Analysis on a RC Building with Raft foundation under Clayey Soil Condition”, International Journal of Engineering Research & Technology (IJERT) ISSN: 2278-0181 IJERTV4IS120402 www.ijert.org (This work is licensed under a Creative Commons Attribution 4.0 International License.) Vol. 4 Issue 12, December-2015.
  3. Aslan S. Hokmabadi, Behzad Fatahi, Bijan Samali, (2015) “Physical Modeling of Seismic Soil-Pile-Structure Interaction for Buildings on Soft Soils” DOI: 10.1061/(ASCE)GM.1943- 5622.0000396. © 2014 American Society of Civil Engineers.
  4. Shehata E. Abdel Raheema, Mohamed M. Ahmed, Tarek M. A. Alazrak, (2014) “Soil-raft foundation-structure interaction effects on seismic performance of multi-story MRF buildings” Engineering Structures and Technologies.
  5. Jui-Liang Lin, Keh-Chyuan Tsai, Eduardo Miranda, (2014) “Seismic History Analysis of Asymmetric Buildings with Soil–Structure Interaction”, DOI: 10.1061/(ASCE0733-9445) (2009135:2)101 Journal of Structural Engineering © ASCE.
  6. Mohd Ahmed, Mahmoud H. Mohamed, Javed Mallick, Mohd Abul Hasan, (2014) “3D-Analysis of Soil-Foundation-Structure Interaction in Layered Soil” Open Journal of Civil Engineering, 2014, 4, 373-385.
  7. Jonathan P. Stewart,1 Gregory L. Fenves,2 and Raymond B. Seed, (2013) “Seismic Soil-Structure Interaction In Buildings. I: Analytical Methods” Journal of Geotechnical and Geo-environmental Engineering.
  8. M. E. Boostani Darmian, M. Azhdary Moghaddam & H.R. Naseri, (2011) “Soil–Structure Interaction in Steel Braced Structures with Foundation Uplift” IJRRAS May2011 www.arpapress.com/Volumes/Vol7Issue2/IJRRAS_7_2_12.
  9. L. M. Anderson, S. Carey, and J. Amin, (2011) “Effect of Structure, Soil, and Ground Motion Parameters on Structure-Soil Structure Interaction of Large Scale Nuclear Structures” Structures Congress 2011 © ASCE.
  10. Aditya Parihar, Navjeev Saxena, D. K. Paul, (2010) “Effects of W ects of Wall-Soil-Structure all-Soil-Structure Inter e Interaction on Seismic Response of action on Seismic Response of Retaining Wall” Missouri University of Science and Technology.

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