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COMPARATIVE ANALYSIS OF HYBRID RC BEAM-TO-STEEL COLUMN CONNECTIONS UNDER SEISMIC LOADS
Authors
Pippalla Ravi Teja,Dr.Paturi Srilakshmi
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Keywords
Hybrid connections, steel columns, reinforced concrete beams, shear-keys, Bracings
Abstract
The steel-and-concrete structure is a contemporary design that combines the benefits of both steel and concrete. It is used extensively worldwide these days. Understanding and putting this kind of organization into effect requires a thorough understanding of its genesis and development history. The analysis of shear-key hybrid connections between steel columns and RC beams is the focus of this paper. This study addresses six models in total: the entire reinforced concrete structure, the relationship of reinforced concrete beams to steel columns, and the steel structure of two distinct seismic zones, Zone II and Zone V. Considering the 36 x 36 m plan size of the G+21 building for each of the six types. Complete RC and steel structures are generic models that do not take replacements into account, but in RC beam to column structure by installing shear keys at every RC beam to steel column connection, we are swapping out all of the peripheral concrete columns for steel ones. Comparing the drift, displacement and stiffness parameters of the models under consideration at two distinct seismic zones is the primary objective of the research. Response spectrum analysis is used to analyze the Base shear, which is then compared to the structures. ETABS-2021 is utilized in this project for entire model design and analysis. The analysis is done as per IS 456:2000 code and for seismic analysis IS 1893:2016 (part 1) code. M30 grade of concrete and FE-550 grade of steel is adopted. Based upon the results as plotted on the graphs it is clear that RC beam to steel column connection structure performing better compared to RC and Steel Structure in terms of Storey Drift and Storey Displacement values in both the zones II and V. The base shear is little high in RC structure compared to RC Beam to steel column structure but, it doesn't affecting much in structural aspects. RC Beam to Steel Column Structure is Stiffer as well as Economical.
IJCRT's Publication Details
Unique Identification Number - IJCRT2412690
Paper ID - 274510
Author type - Indian Author
Page Number(s) - g253-g264
Pubished in - Volume 12 | Issue 12 | December 2024
DOI (Digital Object Identifier) -
No Of Downloads - 153
Author Country - India, -, -, -, -, Science and Technology
Publisher Name - IJPUBLICATION | www.ijcrt.org | ISSN : 2320-2882
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Pippalla Ravi Teja,Dr.Paturi Srilakshmi, "COMPARATIVE ANALYSIS OF HYBRID RC BEAM-TO-STEEL COLUMN CONNECTIONS UNDER SEISMIC LOADS", International Journal of Creative Research Thoughts (IJCRT), ISSN:2320-2882, Volume.12, Issue 12, pp.g253-g264, December 2024, Available at :http://www.ijcrt.org/papers/IJCRT2412690.pdf
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