This paper is published in Volume-3, Issue-5, 2017
Area
Structural Analysis.
Author
Suyog Sudhakar Shinde
Co-authors
Abhijeet A. Galatage, Dr. Sumant K. Kulkarni
Org/Univ
Flora Institute of Technology, Pune, Maharashtra, India
Pub. Date
14 September, 2017
Paper ID
V3I5-1162
Publisher
Keywords
Steel Frame, SAP2000, Steel Bracing, Base Shear, Roof Displacement, Storey Drift etc.

Citationsacebook

IEEE
Suyog Sudhakar Shinde, Abhijeet A. Galatage, Dr. Sumant K. Kulkarni. Evaluating Seismic Efficiency of Combination of Bracing for Steel Building, International Journal of Advance Research, Ideas and Innovations in Technology, www.IJARIIT.com.

APA
Suyog Sudhakar Shinde, Abhijeet A. Galatage, Dr. Sumant K. Kulkarni (2017). Evaluating Seismic Efficiency of Combination of Bracing for Steel Building. International Journal of Advance Research, Ideas and Innovations in Technology, 3(5) www.IJARIIT.com.

MLA
Suyog Sudhakar Shinde, Abhijeet A. Galatage, Dr. Sumant K. Kulkarni. "Evaluating Seismic Efficiency of Combination of Bracing for Steel Building." International Journal of Advance Research, Ideas and Innovations in Technology 3.5 (2017). www.IJARIIT.com.

Abstract

Steel structures played an important role in the construction industry.It providing strength, stability, and ductility. A study regarding the seismic response of steel structures is necessary. In the present study, modeling of the steel braced structures with a different combination of bracing and analyses structure using commercially available SAP2000 software. A bracing element in the structural system plays a vital role in structural behavior during an earthquake. In this study there are four types of braces are used. Such as X bracing, V bracing, inverted V bracing, and knee bracing. The combinations from these bracing are X and V type bracing, X and inverted V type bracing, X and Knee type bracing, V and inverted V type bracing, V and Knee type bracing, Knee and inverted V type bracing. Response spectrum method is used for seismic analysis. Comparison between the seismic parameters such as base shear, roof displacement, story drift, for steel frame with different combination of bracing are studied
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