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- W2055708680 abstract "Based on the concept of strong connection and weak member, mechanical behaviors of the new reinforced dog-bone connections are compared. To new reinforced dog-bone connections, weakening flange at a certain distance away from the beam end and increasing weld area in the beam end. This improved connection can make the plastic hinge be far from the beam-column connection with stronger bearing capacity and better ductility. A nonlinear finite element analysis of the three forms of connections such as dog-bone connection, cover-plate reinforced dog-bone connection, and flange reinforced dog-bone connection conducted by ABAQUS. The results demonstrate that the energy dissipative and ductile capacity of the new reinforced dog-bone connection is strengthened effectively because of the plastic hinge forming far from the beam-column connection, and the carrying capacity of the new reinforced dog-bone connections are greater than dog-bone connection. By contrast, flange reinforced dog-bone connection is exceed to cover-plate reinforced dog-bone connection, for that the strengthened flange can resist the bending resistance better." @default.
- W2055708680 created "2016-06-24" @default.
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- W2055708680 date "2014-01-01" @default.
- W2055708680 modified "2023-10-16" @default.
- W2055708680 title "Performance Analysis of Reinforced Dog-Bone Connection in Steel Frame" @default.
- W2055708680 doi "https://doi.org/10.4028/www.scientific.net/amm.501-504.782" @default.
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