A STUDY ON THE EFFECT OF STEEL BRACED FRAMES ON THE SEISMIC BEHAVIOUR OF A MULTI-STOREY BUILDING

Authors

  • Mohd Atif khan Mtech student, Department of civil engineering, BBD University, Lucknow
  • Faheem Ahmad khan Assistant Professor, Department of civil engineering, BBD University, Lucknow

Keywords:

Bracing, Storey displacement, storey drift, base shear, response spectrum, pushover and time history methods, analysis using ETABs.

Abstract

In multistory building there a lot of parameters of concern which need to be considered for the effect of
earthquake and wind load. There are many ways by which the performance of a building during the seismic activity can
be improved. Bracing is one of the best method for lateral load resisting system as it is economical and easy to apply. This
paper compares the response of building with different types of bracing systems such as X, V, inverted V , Knee bracing
and single diagonal bracing. It also compares the seismic behavior of structure under the concentrically and eccentrically
braced frames using ETABs and different methods of analysis like Response spectrum, pushover and Time History
analysis.

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Published

2019-02-28

How to Cite

Mohd Atif khan, & Faheem Ahmad khan. (2019). A STUDY ON THE EFFECT OF STEEL BRACED FRAMES ON THE SEISMIC BEHAVIOUR OF A MULTI-STOREY BUILDING. International Journal of Technical Innovation in Modern Engineering & Science, 5(13), -. Retrieved from https://ijtimes.com/index.php/ijtimes/article/view/2989

Issue

Vol. 5 No. 13 (2019): ICMTCE-2019 (International Conference on Modern Trends in Civil Engineering -Towards Sustainable Development Goals)

Section

Articles