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) | 3.03 | 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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