STRUCTURAL PERFORMANCE EVALUATION OF RCC STRUCTURE WITH SHEAR WALL BY USING ETABS SOFTWARE

Authors

  • Prof. Vikas P. Jadhao Assistant Professor, Department of Civil Engineering, Government College of Engineering, Jalgaon, Maharashtra, India
  • Abhijeet Shrikant Jagalpurkar Students, Department of Civil Engineering, Government College of Engineering, Jalgaon, Maharashtra, India
  • Rohit Datta Kusumkar Students, Department of Civil Engineering, Government College of Engineering, Jalgaon, Maharashtra, India
  • Yash Anna More Students, Department of Civil Engineering, Government College of Engineering, Jalgaon, Maharashtra, India
  • Jayesh Suresh Patil Students, Department of Civil Engineering, Government College of Engineering, Jalgaon, Maharashtra, India
  • Pranoti Nilkanth Sonar Students, Department of Civil Engineering, Government College of Engineering, Jalgaon, Maharashtra, India

DOI:

https://doi.org/10.5281/zenodo.15613531

Keywords:

RCC Building, ETABS, Shear Wall, G+5 RCC Building

Abstract

This study examines how buildings behave during earthquakes using equivalent Static method of analysis. Buildings with shear walls are now more common in earthquake-prone areas because they provide better resistance compared to buildings without shear walls.

The main objective of this study is to find the best location for shear walls and evaluate their effectiveness in RCC buildings. For this analysis, G+5 RCC building considered under seismic zones II with appropriate load combinations as per IS 875 part (I to v). The structures are analyzed using ETABS software. The shear walls start from the foundation and continue throughout the entire building.

References

I. Prof. Ritesh J.Raut. Analysis And Design of Earthquake Resisting Building with Shear Walls by Using ETAB Software, International Journal of Engineering Research & Technology (IJERT). 2023: E-ISSN: 2582-2160.

II. Balaji UA. Mr. Selvarasan ME. B Design and analysis of multistorey building under static and dynamic conditions using Etabs, International Journal of Technical Research and Applications.

III. IS: 875 (Part 2) - 1987, Indian Standard Code of Practice for Design Loads (Other than Earthquake) (Imposed Loads) for Buildings and Structures, BIS, New Delhi.

IV. IS: 875 (Part 3) - 1987, Indian Standard Code of practice for design loads (other than earthquake) (Wind Loads) for buildings and structures, Bureau of Indian Standards, New Delhi.

V. IS: 875 (Part I) - 1987, Indian Standard Code of Practice for Design Loads (Other than Earthquake) (Dead Loads) for Buildings and Structures, Bureau of Indian Standards, New Delhi.

VI. IS: Indian Standards Criteria for Earthquake Design of Structures, 1893-2002.

VII. IS456-2000 (2000) Indian Standard Plain and Reinforced Concrete Code of Practice. Bureau of Indian Standards, New Delhi.

Additional Files

Published

01-05-2025

How to Cite

Prof. Vikas P. Jadhao, Abhijeet Shrikant Jagalpurkar, Rohit Datta Kusumkar, Yash Anna More, Jayesh Suresh Patil, & Pranoti Nilkanth Sonar. (2025). STRUCTURAL PERFORMANCE EVALUATION OF RCC STRUCTURE WITH SHEAR WALL BY USING ETABS SOFTWARE . International Educational Journal of Science and Engineering, 8(5). https://doi.org/10.5281/zenodo.15613531

Issue

Vol. 8 No. 5 (2025): MAY ISSUE, INTERNATIONAL EDUCATIONAL JOURNAL OF SCIENCE AND ENGINEERING

Section

Articles

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Copyright (c) 2025 International Educational Journal of Science and Engineering

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