Dynamic Analysis of Steel Building using different types of Bracing Systems

Authors

  • Sayali A Bhat P.G.Student, BRHCET, Vangani
  • Dr. V.A Patil Guide and Principal, BRHCET, Vangani
  • Madan S.H Asst. Prof Dept of Civil Engineering, BRHCET, Vangani

Keywords:

Bracing system; Response spectra; Lateral displacement; Storey Drift: Time period: ETABS

Abstract

Structures that are located in seismic areas have higher risk of structured
damage and causes severe loss of property as well as life. The bracing system is one of
the most efficient systems used to effectively control the lateral displacement due to
seismic load, so that, during lateral load due to earthquake the risk of structural and
non-structural damage can be reduced to a greater extent. The study is carried out by
providing bracing system at different locations in the building in order to suggest the
best suitable location of bracing considering seismic parameters. For bracing X, V &
Diagonal-type bracing systems are used and loads are considered as per IS: 1893(Part1)-
2016. The modeling and analysis is performed using finite element based software
ETABS.

Published

2019-09-25

How to Cite

Sayali A Bhat, Dr. V.A Patil, & Madan S.H. (2019). Dynamic Analysis of Steel Building using different types of Bracing Systems. International Journal of Advance Research in Engineering, Science & Technology, 6(9), 4–12. Retrieved from https://ijarest.org/index.php/ijarest/article/view/1953