Advances in Civil Engineering / 2020 / Article / Fig 6

Research Article

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

Figure 6

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

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