Research Article
Experimental Study on a Self-Centering Earthquake-Resistant Masonry Pier with a Structural Concrete Column
Figure 15
Schematic of dissipative coefficient (a) and the corresponding results in cycle of specimen 1TB2.
(a) |
(b) (E = 0.55) |
(c) (E = 1.00) |
(d) (E = 1.18) |