Seismic Analysis of Irregular RC Structure with Cross-Bracing System

Authors

  • Rohan Chavan  M.Tech Structure, Walchand College of Engineering, Sangli , Maharashtra, India
  • Prachi Sohoni  Assistant Professor, Department of Applied Mechanics, Walchand College of Engineering, Sangli, Maharashtra, India

Keywords:

Irregularity, Bracing Systems, Maximum Story Displacement, Story Drift, Time History Analysis.

Abstract

Steel bracing system is one of the most suitable methods for improvement of reinforced concrete structures against lateral loading. Bracing systems is very efficient in reducing lateral displacements by increasing stiffness and strength. In proposed problem G+11 story irregular RC buildings are analysed with and without cross bracing system, which is one of the best of concentric bracing systems. Non-linear time history analysis is carried out in order to find out response of structure for various ground motions. ETABS 2016 software is used for analysis purpose. The performance of the building is evaluated in terms of story drifts, lateral displacements, bending moments, axial forces and base shear.

References

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International Journal of Scientific Research in Science, Engineering and Technology

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Published

2018-06-30

Issue

Volume 4, Issue 8, May-June-2018

Section

Research Articles

License

Copyright (c) IJSRSET

Creative Commons License

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

How to Cite

[1]
Rohan Chavan, Prachi Sohoni, " Seismic Analysis of Irregular RC Structure with Cross-Bracing System, International Journal of Scientific Research in Science, Engineering and Technology(IJSRSET), Print ISSN : 2395-1990, Online ISSN : 2394-4099, Volume 4, Issue 8, pp.468-474, May-June-2018.