Two-way Shear Strength Evaluation of Transfer Slab-Column Connections Through Nonlinear FE Analysis
نویسندگان
چکیده
منابع مشابه
Evaluation of the Efficiency of Shear Studs for Punching Shear Resistance of Slab-Column Connections
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Drift Capacity Models and Shear Strength Degrading Models for Slab-column Connections
Data collected from shake table tests of two, approximately one-third scale, two story flat plate frames utilizing shear reinforcement, as well as data from prior tests, were evaluated to assess the inter-story drift ratios when punching failures occur for reinforced concrete and post-tensioned slab-column connections with and without shear reinforcement. The drift ratios at punching for the sh...
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A finite element model (FEM) was constructed using specialized three-dimensional (3D) software to investigate the punching shear behavior of interior slab-column connections subjected to a moment-to-shear ratio of 0.15 m. The FEM was then verified against the experimental results of full-scale interior slab-column connections reinforced with glass fiber reinforcement polymer (GFRP) bars previou...
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ژورنال
عنوان ژورنال: Journal of the Computational Structural Engineering Institute of Korea
سال: 2018
ISSN: 1229-3059,2287-2302
DOI: 10.7734/coseik.2018.31.6.315