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

<div>(a) Comparison of the results between the numerical model using the total strain crack model with the fiber-reinforced concrete model <i>(fib)</i> and the experimental test and (b) numerical results for the cyclic behavior of two layers of glass TRM in terms of stress-strain.</div>

Advances in Civil Engineering

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Figure 6

Figure 6: Numerical Modelling and Simulation of the In-Plane Response of a Three-Storey Masonry-Infilled RC Frame Retrofitted with TRM 