Experimental Study on the Safety Assessment of Reinforced Concrete Shear Wall Structure with the Correspondence between Damage Image and Index

Table 1

Design parameters of the shear wall.

Specimen no.	SW1	SW2	SW3	SW4	SW5	SW6	SW7
Parameter change	Standard specimen	Axial compression ratio	Shear span ratio	Shear span ratio	Edge component	Edge component	Reinforcement ratio
Wall width (mm)	1000	1000	1000	1000	1000	1000	1000
Wall height (mm)	2300	2300	1400	3000	3000	3000	2300
Wall thickness (mm)	100	100	100	100	100	100	100
Axial compression ratio	0.2	0.5	0.2	0.2	0.2	0.2	0.2
Shear span ratio	2.3	2.3	1.4	3.0	3.0	3.0	2.3
Edge component	Embedded column	Embedded column	Embedded column	Embedded column	T-shaped wing wall	H-shaped wing wall	Embedded column
Longitudinal distributing bars	B6.5@100	B6.5@100	B6.5@100	B6.5@100	B6.5@100	B6.5@100	B6.5@150
Horizontal distributing bars	B6.5@100	B6.5@100	B6.5@100	B6.5@100	B6.5@100	B6.5@100	B6.5@150
Edge component stirrups	B4@50	B4@50	B4@50	B4@50	B4@50	B4@50	B4@100