Advances in Civil Engineering / 2020 / Article / Fig 8

Research Article

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

Figure 8

Comparison between the numerical model and the experimental results 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.
(a)
(b)

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