414
12 Experimental Study on the Residual Seismic Resistance of UHPCC …
-200
-100
0
100
200
-80
-40
0
40
80
II-1
P/ kN
-220
-110
0
110
220
-90
-45
0
45
90
II-2
P/ kN
/mm
(a)
(b)
-220
-110
0
110
220
-90
-45
0
45
90
C-11
P/ kN
/mm
-180
-90
0
90
180
-80
-40
0
40
80
C-12
P/ kN
/mm
(c)
(d)
-180
-90
0
90
180
-80
-40
0
40
80
C-13
P/ kN
/mm
-140
-70
0
70
140
-80
-40
0
40
80
C-14
P/ kN
/mm
(e)
(f)
/mm
Fig. 12.14 Hysteresis curve of test specimens a II-1 b II-2 c C-11 d C-12 e C-13 f C-14, reprinted
from Wang et al. (2020b), copyright 2020, with permission from Elsevier
12 Experimental Study on the Residual Seismic Resistance of UHPCC …
-200
-100
0
100
200
-80
-40
0
40
80
II-1
P/ kN
-220
-110
0
110
220
-90
-45
0
45
90
II-2
P/ kN
/mm
(a)
(b)
-220
-110
0
110
220
-90
-45
0
45
90
C-11
P/ kN
/mm
-180
-90
0
90
180
-80
-40
0
40
80
C-12
P/ kN
/mm
(c)
(d)
-180
-90
0
90
180
-80
-40
0
40
80
C-13
P/ kN
/mm
-140
-70
0
70
140
-80
-40
0
40
80
C-14
P/ kN
/mm
(e)
(f)
/mm
Fig. 12.14 Hysteresis curve of test specimens a II-1 b II-2 c C-11 d C-12 e C-13 f C-14, reprinted
from Wang et al. (2020b), copyright 2020, with permission from Elsevier
