Strength and ductility of FRP web-bonded
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Seyed. S. Mahini; Hamid. R. Ronagh
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Article
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2010
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Elsevier Science
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English
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It is generally accepted that beam-column joints are critical elements of reinforced concrete (RC) buildings subjected to lateral loads, and that they may require specific design treatment following the accepted design philosophy of the strong-column weak-beam. In earthquake-prone regions, the joint