EXPERIMENTAL STUDY ON I-SHAPE AND C-SHAPE RCC STRUCTURE BEHAVIOUR DUE TO WIND LOAD

Authors

  • Shweta Sunil Khandagale PG Student, Civil Structural Engineering Department Rajarambapu Institute of Technology Islampur, India
  • Dr. P. S. Patil Professor, Civil Engineering Department Rajarambapu Institute of Technology Islampur, India

Keywords:

Pressure distribution, Geometric shapes, IS code method,

Abstract

Wind induced load is an important and essential design issue in the design of structures. This study present pressure coefficient for RCC structure of different geometric shapes. These shapes are C-shape, I-shape. The geometry of different shapes of building model were drawn by using CAD software. The pressure coefficient was calculated by IS code method. The IS 875 (Part 3)-1987 was used for the analysis of RCC structure of various geometric shapes. The experimental investigation & finite element analysis will be carried out to compare the results with IS code method. Experimental investigation is carried out in open circuit wind tunnel while the IS code analysis will be carried out using IS 875 (Part 3)-1987.

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Published

2021-02-25

How to Cite

Shweta Sunil Khandagale, & Dr. P. S. Patil. (2021). EXPERIMENTAL STUDY ON I-SHAPE AND C-SHAPE RCC STRUCTURE BEHAVIOUR DUE TO WIND LOAD. JournalNX - A Multidisciplinary Peer Reviewed Journal, 81–85. Retrieved from https://repo.journalnx.com/index.php/nx/article/view/2316

Issue

2018: RIT PG Con-18

Section

Articles

License

Creative Commons License

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

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