Mathematical Problems in Engineering / 2017 / Article / Tab 2

Research Article

Experimental and Analytical Study of Slender Reinforced Concrete Shear Wall under Cyclic In-Plane Lateral Load

Table 2

Test observations.

Damage stateDescription
(test observations)

SlightInsignificant or minor damage. It does not need repair. Less than 30% of its height with cracks, and they are less than or equal to 1 mm thickness.

ModerateTolerable damage. It needs some repair. Less than 60% of its height with cracks, and they are less than or equal to 2 mm thickness.

ExtensiveSignificant, substantial, or major damage. It needs to be demolished. More than 60% of its height with cracks, and many of them are more than 2 mm in thickness. Unconfined concrete has substantial spalling.

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