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Browse Newmark Structural Engineering Laboratory by Subject "reinforced concrete connections"
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Joint Shear Behavior of Reinforced Concrete Beam-Column Connections subjected to Seismic Lateral Loading (Newmark Structural Engineering Laboratory. University of Illinois at Urbana-Champaign., 2009-11)Beam-column connections have been identified as potentially one of the weaker components of reinforced concrete moment resisting frames subjected to seismic lateral loading. Well-established knowledge of RC joint shear ...