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Behavior of reinforced concrete interior wide beam-column connections under lateral loading: A finite element study
International Journal of Engineering and Technology
A Finite Element model was developed to quantitatively investigate the effect of the geometric parameters on the behavior of the RC wide beam-column connection. This model, with a high accuracy, was verified by the experimental test conducted by previous researcher. Force-displacement curves were produced for wide beam-column connections with different geometric parameters. The impact of the geometry of the wide beam on the mechanical properties, types and patterns of the cracks, length of thedoi:10.21817/ijet/2017/v9i3/1709030061 fatcat:ewacb5koubfjzowzdm2u5emnda