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Shear strength of beam–column joint with enlarged joint area
Engineering Structures, 2010Abstract This paper presents planar joint enlargement for increasing the shear strength of sub-standard beam–column joint. Five beam–column specimens were tested under quasi-static cyclic loads. Two control specimens were tested. One was the beam–column joint without joint enlargement and the other was the beam–column joint strengthened by ...
Amorn Pimanmas, Preeda Chaimahawan
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Effect of beam and column dimensions on the behavior of RC beam-column joints
Asian Journal of Civil Engineering, 2021In the current study, the influence of beam and column dimensions on the seismic response of joints is numerically evaluated by changing beam and column dimensions in ABAQUS. Three wide column-beam joints were modeled and verified using the experimental studies available in the literature. Dimensions of verified models were then changed to evaluate the
Ahmad Kaviani +2 more
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Modelling of beam-to-column joints
Journal of Constructional Steel Research, 1998Abstract Uniform guidelines for evaluating joint tests to determine the joint characteristics (stiffness, resistance, elastic limit and rotation ability) are given as a basis both for the calibration of new joint models and for checking existing ones in comparison with test results.
G. Huber, F. Tschemmernegg
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Beam–column subassemblies with construction joint in columns above and below the beam
Magazine of Concrete Research, 2018Construction joints in columns are unavoidable in multi-storey reinforced-concrete structures. According to ACI 224.3R-95, construction joints in columns are to be provided below the beam for lower storey columns and above the floor slab for upper storey columns.
Biswajit Roy, Aminul Islam Laskar
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