Journal ArticleDOI
Lateral load response of high performance fiber reinforced concrete beam-column joints
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In this article, the effect of using high performance steel fiber reinforced concrete (HPFRC) in place of conventional concrete in the joint region was evaluated in six beam-column (B-C) joints.About:
This article is published in Construction and Building Materials.The article was published on 2005-09-01. It has received 88 citations till now. The article focuses on the topics: Fiber-reinforced concrete & Reinforced solid.read more
Citations
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A comparison of engineered cementitious composites versus normal concrete in beam-column joints under reversed cyclic loading
TL;DR: In this article, a number of RC/ECC composite beam-column joints have been tested under reversed cyclic loading to study the effect of substitution of concrete with ECC in the joint zone on the seismic behaviors of composite members.
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Behaviour of hybrid fibre reinforced concrete beam–column joints under reverse cyclic loads
TL;DR: In this article, an experimental investigation was carried out to study the effect of hybrid fibres on the strength and behaviour of high performance concrete beam column joints subjected to reverse cyclic loads, and a total of 12 reinforced concrete beams column joints were cast and tested in the present investigation.
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Reinforced concrete beam–column joints with crossed inclined bars under cyclic deformations
TL;DR: In this paper, the effectiveness of crossed inclined bars (X-bars) as joint shear reinforcement in exterior reinforced concrete beam-column connections under cyclic deformations was investigated.
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Seismic behavior of hybrid fiber reinforced cementitious composite beam–column joints
TL;DR: In this article, the experimental results of six exterior beam-column joints with different concrete composites under cyclic loading were analyzed and compared with the cyclic response of conventional specimens, showing that the use of HCC in the joint region may be an alternative solution to significantly increase the shear capacity, damage tolerance capacity and member ductility.
Steel fibre reinforced high performance concrete beam-column joints subjected to cyclic loading
TL;DR: In this paper, the experimental results of ten steel fibre reinforced high performance concrete (SFRHPC) exterior beam-column joints under cyclic loading were described, and an attempt has been made to compare the shear strengths of beamcolumn joints obtained by using the models proposed by Tsonos and co-workers.
References
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Seismic Load Tests on Interior and Exterior Beam-Column Joints with Substandard Reinforcing Details
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Lateral Load Response of Strengthened Reinforced Concrete Beam-to-Column Joints
TL;DR: In this paper, two exterior reinforced concrete subassemblages (M1 and M2) were subjected to a series of cyclic lateral loads to simulate severe earthquake damage and then repaired and strengthened by jacketing according to UNIDO Manual guidelines.
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Implications of Experiments on the Seismic Behavior of Gravity Load Designed RC Beam-to-Column Connections:
TL;DR: In this paper, the authors summarized recent experimental research at Cornell University conducted on the behavior of gravity load designed reinforced concrete building frame components subjected to reversing cyclic loads (simulated seismic effects).
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Seismic Behavior of Steel-Fiber Reinforced Concrete Interior Beam-Column Joints
TL;DR: In this paper, the authors describe the behavior of steel-fiber reinforced concrete interior beam-column joint and discuss the structural properties of the beam-Column joint. Butler et al.
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Seismic retrofit of reinforced concrete buildings designed for gravity loads: performance of structural model
TL;DR: In this paper, a partially prestressed concrete alternative and two masonry retrofit alternatives are analyzed for improving the local and global response performance of reinforced concrete frame structures designed only for gravity loads and constructed in low-to-moderate seismic zones.