Advances in Civil Engineering / 2020 / Article / Fig 7

Research Article

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

Figure 7

Comparison between experimental and numerical model results in terms of (a) base shear and top floor displacement hysteric curves, (b) base shear in relation to the load step, and (c) and top floor displacement in relation to the load step.

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