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Smart Structures and Systems Volume 5, Number 4, July 2009 , pages 443-455 DOI: https://doi.org/10.12989/sss.2009.5.4.443 |
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Damage characterization of beam-column joints reinforced with GFRP under reversed cyclic loading |
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A. M. Said
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| Abstract | ||
| The use of fiber reinforced polymer (FRP) reinforcement in concrete structures has been on the rise due to its advantages over conventional steel reinforcement such as corrosion. Reinforcing steel corrosion has been the primary cause of deterioration of reinforced concrete (RC) structures, resulting in tremendous annual repair costs. One application of FRP reinforcement to be further explored is its use in RC frames. Nonetheless, due to FRP | ||
| Key Words | ||
| beam-column joint; frames; GFRP; grid; damage mechanics; NEFMAC; seismic. | ||
| Address | ||
| A. M. Said; Dept. of Civil & Environmental Engineering, University of Nevada, Las Vegas, NV 89154, U.S.A. | ||