Experimental Study on a Self-Centering Earthquake-Resistant Masonry Pier with a Structural Concrete Column

Figure 14

Hysteresis loop according to Anthoine et al. (a) and those of the specimens ((b) is that found in the earlier stage, (c) is the whole curve of specimen 1TB2, and (d) is the curve of specimen 1TS2).

(a)

(b)

(c)

(d)