Comparative Analysis of Steel Structure with Rigid and Semi Rigid Joints Using Analysis Tool ETABS A Review

Authors

  • Chandrakanta Patel P.G. Scholar, Department of Civil Engineering, RSRRCET, Bhillai, Chattisgar, India Author
  • Shiva Verma Professor, Department of Civil Engineering, RSRRCET, Bhillai, Chattisgar, India Author
  • Lokesh Singh H.O.D. Department of Civil Engineering, RSRRCET, Bhillai, Chattisgar, India Author

Keywords:

Multi-story Multi-bay Frame, Semi-rigid Connections, Fixity Factor, Brace Frame, Rigid Connections

Abstract

Generally, in steel structure the connection between beam and column are designed as moment connection and pinned connection, but in actual condition the structure behaves between these two conditions, resulted into semi-rigid condition which is intermediate stage between rigid and pinned joints. Effect of semi-rigid connection on multi-story multi-bay frame is accomplished in this paper. 
In this paper literature survey is presented related to analysis of steel structure.
              

Downloads

Download data is not yet available.

References

Alfredo Reyes-Salazar, Edén Bojórquez, Achintya Haldar, Arturo López-Barraza, and J. Luz Rivera-Salas, [Seismic Response of 3D Steel Buildings considering the Effect of PR Connections and Gravity Frames], Hindawi Publishing Corporation e Scientific World Journal Volume 2014, Article ID 346156, 13 pages.

M. Ghassemieh and A.R. Bahadori, [Seismic Evaluation of a Steel Moment Frame with Cover Plate Connection Considering Flexibility by Component Method], Advances in Structure Engineering and Mechanics, August 2015.

Dr B. A. Shah, [Seismic Performance Evaluation of RC Frames with Semirigid Joints using Storey Drift as a Criterion], International Journal of Engineering Research & Technology (IJERT), ISSN: 2278-0181, Vol. 5 Issue 05, May-2016.

Iman Faridmehr, Mahmood Md. Tahir, Tom Lahmer, and Mohd Hanim Osman, [Seismic Performance of Steel Frames with Semirigid Connections], Hindawi Journal of Engineering Volume 2017, Article ID 5284247, 10 pages.

A. Moghadam, H.E. Estekanchi, and M. Yekrangnia, [Evaluation of PR steel frame connection with torsional plate and its optimal placement], Scientia Iranica A (2018) 25(3), 1025{1038.

Hardik M Paghadal, Dr. Darshana R. Bhatt and Dr. Snehal V. Mevada, [Ductility evaluation of steel frames using semi-rigid connections, Journal of Emerging Technologies and Innovative Research (JETIR), November 2018, Volume 5, Issue 11.

Neema B.R., Shreyas S.C. and Dr. Chidananda G, [EFFECT OF CONNECTION RIGIDITY ON SEISMIC PERFORMANCE OF MULTI STOREY STEEL FRAMES], International Research Journal of Engineering and Technology (IRJET), Volume: 05 Issue: 07 | July 2018.

Harsh Rana, Dr. Darshana R. Bhatt and Dr. Snehal V. Mevada, [High Rise Long Span Steel Structure with Semi-Rigid Connection using Bracing System], International Journal of Engineering Research & Technology (IJERT), ISSN: 2278-0181, Vol. 9 Issue 03, March-2020.

Cinitha A, Umesha P. K and Nagesh R. Iyer, [Evaluation of Seismic Performance of Existing Steel Buildings], American Journal of Civil and Structural Engineering (2014) 23-33.

Downloads

Published

10-06-2022

Issue

Vol. 6 No. 3 (2022): May-June

Section

Research Articles

License

Creative Commons License

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

https://creativecommons.org/licenses/by/4.0