Investigation on the Effect of Geometric Parameter on Reinforced Concrete Exterior Shear Wall-Slab Connection Using Finite Element Analysis

Table 2

Number of specimens used in FE modeling based on the study parameters.

Specimen	ts		H	We	ts/	H/We	Connection type	Concrete (MPa)
C1SWS1	60	100	1166.67	700	0.6	1.67	U-type	30
C1SWS2	80	100	1166.67	700	0.8	1.67	U-type	30
C1SWS3	100	100	1166.67	700	1.0	1.67	U-type	30
C2SWS1	60	100	1166.67	700	0.6	1.67	90°-type	30
C2SWS2	80	100	1166.67	700	0.8	1.67	90°-type	30
C2SWS3	100	100	1166.67	700	1.0	1.67	90°-type	30
C3SWS1	60	100	1166.67	700	0.6	1.67	135°-type	30
C3SWS2	80	100	1166.67	700	0.8	1.67	135^°-type	30
C3SWS3	100	100	1166.67	700	1.0	1.67	135^°-type	30
C4SWS1	60	100	1166.67	700	0.6	1.67	150^° type	30
C4SWS2	80	100	1166.67	700	0.8	1.67	150^° type	30
C4SWS3	100	100	1166.67	700	1,0	1.67	150^° type	30
C1SWS1-1	60	100	1166.67	800	0.6	1.46	U-type	30
C1SWS1-2	60	100	1166.67	900	0.6	1.3	U-type	30
C1SWS1-3	60	100	1166.67	700	0.6	1.67	U-type	25
C1SWS1-4	60	100	1166.67	700	0.6	1.67	U-type	40

t_s: thickness of slab; t_w: thickness of wall; H: height of wall; W_e: width of slab.