Experimental Study on Seismic Behavior of Precast Frame Columns with Vertical Reinforcement Spliced with Grouted Sleeve Lapping Connectors

Table 10

Transverse strain of type-I sleeve in YZ1 at the peak state (με).

Direction	Left side of column				Average	Right side of column				Average
	SG9	SG10	SG11	SG12		SG13	SG14	SG15	SG16
+Fp	254	−13	813	913	492	11	277	97	21	101
−Fp	−7	−376	122	841	145	—	—	488	415	452

Note: “–” indicates that the strain gauge was damaged in the peak state and no valid data were obtained.