Analysis and Design of Tall Building Subjected to Wind and Earthquake Loads by using STAAD.PRO

Authors

  • Chintala Siddarthaa Assistant Professor, Department of Civil Engineering, Guru Nanak Institutions Technical Campus, Ibrahimpatnam, Telangana, India.
  • Dasoju Sathwika U.G. Student, Department of Civil Engineering,, Guru Nanak Institutions Technical Campus, Ibrahimpatnam, Telangana, India.
  • G. Pramodb U.G. Student, Department of Civil Engineering,, Guru Nanak Institutions Technical Campus, Ibrahimpatnam, Telangana, India.
  • Gurram Haritha U.G. Student, Department of Civil Engineering,, Guru Nanak Institutions Technical Campus, Ibrahimpatnam, Telangana, India.

Keywords:

Earthquake forces, wind load, staad pro v8i software, seismic zone.

Abstract

Designing a structure in such a way that reducing damage during an earthquake makes the structure quite uneconomical, as the earthquake might or might not occur in its life time and is a rare phenomenon. In this project a multi existing RCC framed structure & Wind plays a critical position in design of tall structures because of its dynamic nature. The effect of wind is predominant on tall structures depending on location of the structure, height of the structure. In this project equivalent static method is used for evaluation of wind loads on buildings in different wind categories has been analysed and designed using STAAD.Pro V8i. The building is designed as per IS 1893(Part 1):2002 for earthquake forces in different seismic zones. The main objectives of the project are to compare the variation of steel percentage, maximum shear force, maximum bending moment, and maximum deflection in different wind categories and seismic zone.

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Published

2024-12-03

How to Cite

Chintala Siddarthaa, Dasoju Sathwika, G. Pramodb, & Gurram Haritha. (2024). Analysis and Design of Tall Building Subjected to Wind and Earthquake Loads by using STAAD.PRO. Erudite Journal of Engineering, Technology and Management Sciences, 4(3), 1–6. Retrieved from https://ejetms.com/index.php/ejetms/article/view/40