Analysis of G+8 Building Using ETABS

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.

Country : India

1 Hogale Akshay Dattatray2 Devkar Sagar Pandurang3 Thengal Akshay Babasaheb4 Rananaware Abhishek Sudanrao5 Prof. M.B. Katkar

  1. Student, Department of Civil Engineering, S.B.Patil College of Engineering, Indapur, Savirtibai Phule Pune University, India
  2. Student, Department of Civil Engineering, S.B.Patil College of Engineering, Indapur, Savirtibai Phule Pune University, India
  3. Student, Department of Civil Engineering, S.B.Patil College of Engineering, Indapur, Savirtibai Phule Pune University, India
  4. Student, Department of Civil Engineering, S.B.Patil College of Engineering, Indapur, Savirtibai Phule Pune University, India
  5. Professor, Department of Civil Engineering, S.B.Patil College of Engineering, Indapur, Savirtibai Phule Pune University, India

IRJIET, Volume 7, Issue 5, May 2023 pp. 196-201

doi.org/10.47001/IRJIET/2023.705023

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