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Finite-Element Analysis of FRP-Reinforced Concrete Slab­–Column Edge Connections Subjected to Reversed-Cyclic Lateral Loads
Publisher: ASCE
Abstract: A series of finite-element analyses for slab–column edge connections reinforced with fiber-reinforced polymer (FRP) reinforcement and subjected to reversed-cyclic lateral load is conducted and discussed. A three-dimensional ...
Assessment of Punching Shear Design Models for FRP-RC Slab–Column Connections
Publisher: ASCE
Abstract: Several empirical models have been introduced during the last two decades to estimate the punching capacity of two-way slabs reinforced with fiber-reinforced polymer (FRP) reinforcement. In this study, the applicability ...
GFRP Shear Reinforcement for Slab-Column Edge Connections Subjected to Reversed Cyclic Lateral Load
Publisher: ASCE
Abstract: In regions of high seismic activity, flat plate systems can be used as gravity force resisting systems, where special moment frames are provided as seismic force resisting systems. Nevertheless, all elements of the reinforced ...
Adjacent Concrete Box Girders Transversely Post-Tensioned at Top Flanges Only: Experimental Investigation
Publisher: ASCE
Abstract: In this study, a new transverse post-tensioning (TPT) technique for box girder bridges is investigated, where TPT is applied at the top flange of the girder resulting in eliminating the intermediate transverse diaphragms. ...