Behavior of Wide Beam-Column Interior Joint with Slab
نویسندگان
چکیده
منابع مشابه
FE Modelling of the Seismic Behavior of Wide Beam-Column Joints Strengthened with CFRP Systems
A large share of reinforced concrete (RC) framed buildings is provided with wide beams being a type of beam allowing greater freedom in the architectural arrangement of interiors, beyond further advantage due to fewer formworks needed during the construction. Nevertheless, little attention has been devoted to the seismic vulnerability of this kind of framed RC buildings as well as to the study ...
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متن کاملThe Behavior of Type of RC Column-to-Steel Beam Connections and Scrutiny Of Behavior Coefficients
(RCS) frames which are systems that dwell of concrete columns and steel beams , by optimizing the act of compressive strength of concrete and bending strength of steel due to not only a decrease in building weight in comparison to concrete structures but also having a better action in long spans frames . In this paper for analysis RCS behavior, a category of nonlinear Push Over analyses were ...
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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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─This paper presents the retrofitting of beam-column joint using CFRP (Carbon Fiber Reinforced Polymer) and steel plate. This specimen was tested until failure up to 1.0% drift. This joint suffered severe damages and diagonal cracks at upper crack at upper column before retrofitted. CFRP were wrapped at corbel, bottom and top of the column. Steel plates with bonding were attached to the two bea...
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ژورنال
عنوان ژورنال: LHI Journal of Land, Housing, and Urban Affairs
سال: 2012
ISSN: 2093-8829
DOI: 10.5804/lhij.2012.3.4.433