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The model predicted the cyclic response very well.
The corresponding cyclic response behavior was also evaluated.
The cyclic response of non-ductile reinforced concrete frame was studied by Oinman et al. (2014).
As before, the steady-state cyclic response of the material is predicted well.
In this study, experimental cyclic response of hybrid (emulative-welded) precast beam- column connections were investigated.
Figure 4 shows the cyclic response and fracture mechanism of specimens.
Then, a mathematical energy balance model is developed to reproduce the cyclic response.
The cyclic response of the device showed significant energy dissipation capacity even for very small deformations.
Cyclic Response has been accounted for using the standard shear modulus degradation and damping curves.
Cyclic response showed large post-buckling deformations, pinching, strength and stiffness degradation.
The frame is tested with the cyclic response shown in Fig. 7 and subsequently pushed to collapse.
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