Advances in Civil Engineering / 2020 / Article / Tab 5

Research Article

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

Table 5

Number of trials for normal and tangential stiffness of the interface.

Name of analysis

Interface between masonry infill and column (y-direction)Interface between masonry infill and beam (x-direction)

Case 0 (calibrated model)3.030.0306.1670.06167
Case 13.030.306.1670.6167
Case 230.030.3061.670.617
Case 330.033.0361.676.67

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