Behaviour of Precast Column Foundation Connection under Reverse Cyclic Loading

Table 4

Load ratio of all specimens.

Displacement (mm)	Monolithic	PC I	PC II	PCBJ	GS
2	0.365	0.453	0.350	0.423	0.678
4	0.424	0.692	0.523	0.529	0.978
6	0.498	0.805	0.780	0.642	1.15
8	0.579	0.919	0.843	0.769	1.264
10	0.669	0.993	0.935	0.824	1.385
14	0.768	1.197	1.148	0.844	1.426
16	0.812	1.320	1.232	1.117	1.463
20	0.858	1.391	1.291	1.179	1.495
26	1.015	1.597	1.317	1.249	1.319
28	1.038	1.552	1.443	1.341	1.316
30	1.098	1.559	1.455	1.398	1.258
32	1.251	1.481	1.496	1.335	1.138
34	1.395	1.395	1.290	1.238	1.044
38	1.501	1.395	1.272	1.112	0.967
40	1.585	1.394	1.266	1.069	0.695