Table 4 Description of case-study RC frame damage.

From: Time dependent seismic fragility and serviceability assessment of reinforced concrete frames under chloride induced corrosion

Drift threshold of damage (%)

Description

Damage state

1.520

Complete yielding of steel rebars

Slight (ds1)

1.902

Spalling of cover concrete

Moderate (ds2)

2.796

Crushing of core concrete

Extensive (ds3)

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