Shock and Vibration / 2018 / Article / Tab 3

Research Article

Seismic Capacity Assessment of Confined Brick Masonry Building: An Experimental Approach

Table 3

Change in force deformation parameters and comparison with results of Shahzada et al. [15], Ashraf [16], and Zeeshan et al. [17].

Force deformation parametersUnreinforced brick masonry [15]URCBM before retrofitting [17]Unreinforced brick masonry after retrofitting [16]URCBM after retrofitting [17]Confined brick masonry

Lateral stiffness (KN/mm)73.862.8168.9154.11122.02
Lateral strength (kN)106.3106.8220.3219.96258.96
Ultimate drift (%)0.50.550.370.370.73