Comparative Study of Ferron Panel Building and RCC Building Subjected to Seismic Loading

Authors

  • Vibhawari Shantaram Jadhao M.Tech. Student, Department of Civil Engineering, JSPM’s Imperial College of Engineering & Research, Pune, India
  • V. P. Bhusare Assistant Professor, Department of Civil Engineering, JSPM’s Imperial College of Engineering & Research, Pune, India
  • N. V. Khadake Head of the Department, Department of Civil Engineering, JSPM’s Imperial College of Engineering & Research, Pune, India

Keywords:

Cement mortar, Ferrocement, Mesh, Panels

Abstract

Seismic force is a critical load component while analyzing and designing RCC structure and Ferron panel building. as it results in horizontal displacement. Horizontal Displacement in RCC structure and Ferron panel building due to seismic force results in displacement and additional vibrations in whole structure. Hence there is a need to investigate various methods to minimize this horizontal displacement. Here the objective of the work is to understand the structural behavior of RCC structure and Ferron panel building subjected to seismic force with software a manual calculation. This thesis analyzes different RCC structure and Ferron panel building with different forces with some analytical and experimental projects.

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Published

28-04-2023

Issue

Vol. 4 No. 4 (2023)

Section

Articles

License

Copyright (c) 2023 Vibhawari Shantaram Jadhao, V. P. Bhusare, N. V. Khadake

Creative Commons License

This work is licensed under a Creative Commons Attribution 4.0 International License.

How to Cite

[1]
V. S. Jadhao, V. P. Bhusare, and N. V. Khadake, “Comparative Study of Ferron Panel Building and RCC Building Subjected to Seismic Loading”, IJRAMT, vol. 4, no. 4, pp. 70–72, Apr. 2023, Accessed: Dec. 21, 2024. [Online]. Available: https://journals.ijramt.com/index.php/ijramt/article/view/2665