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

<div>Comparison of the results in terms of (a) stiffness and (b) hysteric energy between the numerical model results considering full bond, no bond, and calibrated model bond conditions.</div>

Advances in Civil Engineering

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Figure 12

Figure 12: Numerical Modelling and Simulation of the In-Plane Response of a Three-Storey Masonry-Infilled RC Frame Retrofitted with TRM 