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ArticlePeer ReviewedOpen AccessPlagiarism Passed
Paper ID:10.55041/IJSREM40102

Structural Integrity and Seismic Resilience in Beam-Column Joints: A Review

Stream/Area:

-

Subject:

-

Paper ID:

10.55041/IJSREM40102

Volume:

8 |

12 |

Dec 2024

Pages:

Publication Frequency:

Monthly (12 issues per year)

DOI
Digital Object Identifier
10.55041/IJSREM40102

License:International Journal of Scientific Research in Engineering and Management follows the Creative Commons Attribution 4.0 (CC BY 4.0) License, allowing free use and distribution with proper attribution.

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Authors

SMS

S M Shiyekar

HL

Hitesh Lahoti

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Abstract

Advancements in beam-column joint technologies have revolutionized structural safety and efficiency in modern construction. This study reviews experimental and analytical investigations into various prefabricated and composite beam-column joint configurations. Key innovations include joints with tie bars, resilient composite joints with replaceable buckling-restrained plates, and novel bolted connections for modular structures. Parameters such as damage patterns, hysteresis performance, stiffness degradation, and energy dissipation were evaluated through static and cyclic tests. Additional studies focused on concrete-filled steel tube joints, shape memory alloy tendons, and bio-inspired hinges for repairable seismic designs. These findings provide critical insights for optimizing joint designs, enhancing seismic performance, and advancing construction methodologies.

KEYWORDS

Hysteresis Performance Buckling-Restrained Cover Plate (BRCP) Finite Element Analysis Shape Memory Alloy (SMA) Tendons Stiffness Degradation

Cite This Article

S M Shiyekar, Hitesh Lahoti, "Structural Integrity and Seismic Resilience in Beam-Column Joints: A Review," International Journal of Scientific Research in Engineering and Management, vol. 8, no. 12, Dec 2024. https://doi.org/10.55041/IJSREM40102

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Publication Date

12/26/2024

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