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    Theoretical Study of Self-Balancing Pretensioned CFRP Cable Braces for Seismic Resistance of Buildings

    Source: Journal of Composites for Construction:;2024:;Volume ( 028 ):;issue: 004::page 04024029-1
    Author:
    Prateek Narayan Panda
    ,
    Anupam Chakrabarti
    ,
    Vipul Prakash
    DOI: 10.1061/JCCOF2.CCENG-4512
    Publisher: American Society of Civil Engineers
    Abstract: Earthquakes cause nonstructural, if not structural, damage to buildings. This damage is proportional to interstory drift (ISD). Concentric braced frames (CBFs) are one of the most effective measures to limit the ISD in steel buildings. When compressed, conventional concentric hot-rolled (HR) steel braces tend to buckle when slender and are aesthetically unpleasant if stocky. This limitation of conventional concentric hot-rolled steel braces motivates the present work to use pretensioned carbon-fiber-reinforced polymer (CFRP) cables as braces in CBFs. The theoretically proposed self-balancing pretensioned CFRP cable braces (SPCCBs) in CBFs eliminate buckling in braces and provide a comparable elastic strain energy reserve for earthquake resistance design. Being slender, SPCCBs will add to the aesthetic beauty of buildings. The performance of the SPCCB system was evaluated by comparing it with conventional CBFs using stocky HR. CFRP cables with two different tensile strengths were used as braces in the SPCCB system, i.e., CFRP cable with tensile strength of 4,700 MPa (CB4700) and 3,600 MPa (CB3600). Fifty-seven models (19 each for HR, CB4700, and CB3600) were prepared using a commercially available code and were designed using Indian standards, keeping the compressive capacity of the braces similar for all three systems. The performance of all of the aforementioned systems was evaluated on the basis of energy dissipation (through total strain energy capacity of braces), fundamental time period, base shear attracted, ISD, and size of braces. This study showed that the SPCCB system has not only improved the strain energy capacity but also reduced the base shear compared to conventional hot-rolled steel brace CBFs. The overall performance of the building with CB4700 braces was found to be the best, followed by CB3600 and HR braces. Finally, a design guideline for the SPCCB system was proposed by following the Indian standards.
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      Theoretical Study of Self-Balancing Pretensioned CFRP Cable Braces for Seismic Resistance of Buildings

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4298699
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    contributor authorPrateek Narayan Panda
    contributor authorAnupam Chakrabarti
    contributor authorVipul Prakash
    date accessioned2024-12-24T10:19:11Z
    date available2024-12-24T10:19:11Z
    date copyright8/1/2024 12:00:00 AM
    date issued2024
    identifier otherJCCOF2.CCENG-4512.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4298699
    description abstractEarthquakes cause nonstructural, if not structural, damage to buildings. This damage is proportional to interstory drift (ISD). Concentric braced frames (CBFs) are one of the most effective measures to limit the ISD in steel buildings. When compressed, conventional concentric hot-rolled (HR) steel braces tend to buckle when slender and are aesthetically unpleasant if stocky. This limitation of conventional concentric hot-rolled steel braces motivates the present work to use pretensioned carbon-fiber-reinforced polymer (CFRP) cables as braces in CBFs. The theoretically proposed self-balancing pretensioned CFRP cable braces (SPCCBs) in CBFs eliminate buckling in braces and provide a comparable elastic strain energy reserve for earthquake resistance design. Being slender, SPCCBs will add to the aesthetic beauty of buildings. The performance of the SPCCB system was evaluated by comparing it with conventional CBFs using stocky HR. CFRP cables with two different tensile strengths were used as braces in the SPCCB system, i.e., CFRP cable with tensile strength of 4,700 MPa (CB4700) and 3,600 MPa (CB3600). Fifty-seven models (19 each for HR, CB4700, and CB3600) were prepared using a commercially available code and were designed using Indian standards, keeping the compressive capacity of the braces similar for all three systems. The performance of all of the aforementioned systems was evaluated on the basis of energy dissipation (through total strain energy capacity of braces), fundamental time period, base shear attracted, ISD, and size of braces. This study showed that the SPCCB system has not only improved the strain energy capacity but also reduced the base shear compared to conventional hot-rolled steel brace CBFs. The overall performance of the building with CB4700 braces was found to be the best, followed by CB3600 and HR braces. Finally, a design guideline for the SPCCB system was proposed by following the Indian standards.
    publisherAmerican Society of Civil Engineers
    titleTheoretical Study of Self-Balancing Pretensioned CFRP Cable Braces for Seismic Resistance of Buildings
    typeJournal Article
    journal volume28
    journal issue4
    journal titleJournal of Composites for Construction
    identifier doi10.1061/JCCOF2.CCENG-4512
    journal fristpage04024029-1
    journal lastpage04024029-18
    page18
    treeJournal of Composites for Construction:;2024:;Volume ( 028 ):;issue: 004
    contenttypeFulltext
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