Steel Plate Cold-Rolled Section Steel Embedded High-Strength Concrete Low-Rise Shear Wall Seismic Performance

Table 6

Intensity attenuation coefficient of test pieces.

Displacement (mm)	SPRCW-5	SPRCW-6	SPRCW-7	SPRCW-8
−10.0			0.93	0.76
−8.0		0.61	0.93	0.93
−6.6	0.88	0.92	0.95	0.94
−5.0	0.88	0.95	0.94	0.93
−4.0	0.95	0.98	0.85	0.94
−3.0	0.89	0.90	0.96	0.95
−2.1	0.98	0.95	0.96	0.91
−1.5	0.92	0.97	0.94	0.92
−0.9	0.95	0.91	0.98	0.85
0.9	0.93	0.85	0.88	0.93
1.5	0.93	0.95	0.95	0.92
2.1	0.92	0.93	0.89	0.99
3.0	0.85	0.95	0.91	0.94
4.0	0.86	0.92	0.93	0.92
5.0	0.92	0.93	0.93	0.97
6.6	0.82	0.88	0.94	0.88
8.0		0.8	0.91	0.91
10.0			0.92	0.73