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Analysis of Industrial Steel Structures with Semi Rigid Connections
Abstract
In this paper, an industrial structure of dimensions 23.75 x 16.25 m with 5 bays and 3 bays horizontally and height of 9.60m is analyzed to compare its behavior for the different partial moment release conditions. Initially, the industrial structure modeled using STAAD, then the foundation and column is assumed as pin jointed, tapered property sections assigned for beams and columns, applied self-weight, live load, wind load and load combinations as per IS 875 -1987. The structure is analyzed using the partial moment release at 0 to 100 % at an interval of 10%. It has also been analyzed for push over analysis. From the analysis it is concluded that based on strength, serviceability and economy criteria the response is optimum at 80% partial moment release as well it will soon attain its non-linear behavior compared to others.
References
G.M. Savaliya and U.V. Dave, “Analysis and design of semi-rigid steel frames”, 2010 Structures Congress © 2010 ASCE
Keshav K. Sangle, Kaml M. Bajoria, et al., “Elastic stability analysis of cold-formed pallet structures with semi-rigid connections”, Department of Civil Engineering, Indian Institute of Technology Bombay, Powai, Mumbai, 2011
Khaled M. Amtered El-Abidi and Budi Suswanto, “Experimental study, stiffness of semi-rigid beam-to-column connections using bolts and angles”,3rd International Conference Civil Engineering(ICEECE), 2013
Ralph M. Richard and Rudolph E. Radau, “Semi-rigid beam-to-column connections for braced frames”, Proceedings of the 10th National Conference on Earthquake Engineering, Earthquake Engineering Research Institute, Anchorage, AK,2014
S.N.R. Shah, N.H. RamliSulong, et al., “Behavior of industrial steel rack connections”, Department of Civil engineering, University of Malaya, 2015
DOI: https://doi.org/10.3759/joise.v6i1.2443
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