Shock and Vibration / 2018 / Article / Fig 6

Research Article

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

Figure 6

Crack patterns at different drift levels for the intact building (note: P stands for pier).
(a) At 0.093% story drift
(b) At 0.16% story drift
(c) At 0.34% story drift
(d) At 0.65% story drift
(e) At 0.73% story drift