Seismic Performance Comparison of a High-Content SDA Frame and Standard RC Frame

Table 10

Peak displacement response values of concrete and SDA concrete frames.

Test sequence	Peak displacement response values
	Concrete frames		SDA concrete frames
	Column C2, mm	Column C3, mm	Column C2, mm	ColumnC3, mm
1	12.09	11.24	13.85	8.44
2	11.94	10.6	11.46	9.77
3	9.99	10.46	12.89	11.87
4	11.24	10.4	14	9.88
5	13.74	13.46	12.9	11.53