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

Authors(3) :-Chandrakanta Patel, Shiva Verma, Lokesh Singh

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.

Authors and Affiliations

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

Multi-story Multi-bay frame, Semi-rigid connections, Fixity factor, Brace frame, Rigid Connections.

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Publication Details

Published in : Volume 6 | Issue 3 | May-June 2022
Date of Publication : 2022-06-30
License:  This work is licensed under a Creative Commons Attribution 4.0 International License.
Page(s) : 154-160
Manuscript Number : IJSRCE226314
Publisher : Technoscience Academy

ISSN : 2456-6667

Cite This Article :

Chandrakanta Patel, Shiva Verma, Lokesh Singh, "Comparative Analysis of Steel Structure with Rigid and Semi Rigid Joints Using Analysis Tool ETABS A Review", International Journal of Scientific Research in Civil Engineering (IJSRCE), ISSN : 2456-6667, Volume 6, Issue 3, pp.154-160, May-June.2022
URL : https://ijsrce.com/IJSRCE226314

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