Numerical Modelling and Simulation of the In-Plane Response of a Three-Storey Masonry-Infilled RC Frame Retrofitted with TRM

<div>Comparison between numerical model results using different values in the stiffness of the interface for the TRM masonry-infilled frame in terms of the (a) global lateral stiffness per cycle and (b) cumulative global hysteretic energy per half cycle.</div>

Advances in Civil Engineering

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Figure 10

Figure 10: Numerical Modelling and Simulation of the In-Plane Response of a Three-Storey Masonry-Infilled RC Frame Retrofitted with TRM 