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Seismic performance...
Seismic performance evaluation of exterior reinforced concrete beam-column connections retrofitted with economical perforated steel haunches
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- Sahil, Mehran (författare)
- Ghulam Ishaq Khan Institute of Engineering Sciences and Technology, Topi 23640, Pakistan
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- Bahrami, Alireza (författare)
- Högskolan i Gävle,Energisystem och byggnadsteknik
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- Waqas, Hafiz Ahmed (författare)
- Ghulam Ishaq Khan Institute of Engineering Sciences and Technology, Topi 23640, Pakistan
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- Amin, Fayiz (författare)
- Ghulam Ishaq Khan Institute of Engineering Sciences and Technology, Topi 23640, Pakistan
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- Mansoor Khan, Muhammad (författare)
- Ghulam Ishaq Khan Institute of Engineering Sciences and Technology, Topi 23640, Pakistan
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- Iqbal, Fahad (författare)
- Ghulam Ishaq Khan Institute of Engineering Sciences and Technology, 23640, Topi, Pakistan
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- Fawad, Muhammad (författare)
- Silesian University of Technology, Poland
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- Najam, Fawad Ahmad (författare)
- University of British Columbia, Canada
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(creator_code:org_t)
- Elsevier, 2024
- 2024
- Engelska.
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Ingår i: Results in Engineering (RINENG). - : Elsevier. - 2590-1230. ; 22
- Relaterad länk:
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https://doi.org/10.1...
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https://hig.diva-por... (primary) (Raw object)
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https://urn.kb.se/re...
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https://doi.org/10.1...
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Abstract
Ämnesord
Stäng
- The exterior beam-column joint (BCJ) within reinforced concrete (RC) frame structures is acknowledged as a vulnerable component prone to seismic failure. This article proposes a practical and economical strengthening method for exterior BCJs using a perforated steel haunch system. This method is designed to mitigate damage in BCJs and improve the seismic performance of the structure. Employing finite element modeling (FEM) techniques, the study evaluates the impact of perforated steel haunches on the BCJs’ behavior and performance. The investigation involves creating nine distinct models, each representing a BCJ with a steel haunch system. These models include a control model without any perforations and eight variations with different levels of perforation (ranging from 10% to 50%) within the steel haunch system. Furthermore, the study analyzes the influence of perforation shapes on the connections’ performance, considering square, circular, hexagonal, and triangular shapes. The results reveal that utilizing a steel haunch without perforations significantly increases the load-carrying capacity of a BCJ by about 89%. Additionally, circular or square-shaped perforations, up to 30–35% within the steel haunch, effectively prevent the joints’ failure and promote the ductile behavior. These findings hold the potential to advance the design methodology for RC joints subjected to seismic loads, thereby enhancing the structural resilience in earthquake-prone regions.
Ämnesord
- TEKNIK OCH TEKNOLOGIER -- Samhällsbyggnadsteknik (hsv//swe)
- ENGINEERING AND TECHNOLOGY -- Civil Engineering (hsv//eng)
Nyckelord
- Beam-column joint
- Finite element modeling
- Cyclic loading
- Load-carrying capacity
- Perforated steel haunch
- Earthquake
Publikations- och innehållstyp
- ref (ämneskategori)
- art (ämneskategori)
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