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)
3.03
0.030
6.167
0.06167
Case 1
3.03
0.30
6.167
0.6167
Case 2
30.03
0.30
61.67
0.617
Case 3
30.03
3.03
61.67
6.67
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