(a) |
(b) |
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.