[modified after Alexander, 1989]

0

None.

Building is intact

 

Negligible.

Hairline cracks in walls or structural members; no distortion of structure or detachment of external architectural details

2

Light.

Buildings continues to be habitable; repair not urgent. Settlement of foundations, distortion of structure, and inclination of walls are not sufficient to compromise overall stability.

3

Moderate.

Walls out of perpendicular by one or two degrees, or there has been substantial cracking in structural members, or the foundations have settled during differential subsidence of at least 15 cm; building requires evacuation and rapid attention to ensure its continued life.

4

Serious.

Walls out of perpendicular by several degrees; open cracks in walls; fracture of structural members; fragmentation of masonry; differential settlement of at least 25 cm compromising foundations; floors may be inclined by one or two degrees or ruined by heave. Internal partition walls will need to be replaced; door and window frames are too distorted to use; occupants must be evacuated and major repairs carried out.

5

Very Serious.

Walls out of plumb by five or six degrees; structure grossly distorted; differential settlement has seriously cracked floors and walls or caused major rotation or slewing of the building [wooden buildings are detached completely from their foundations]. Partition walls and brick infill will have at least partly collapsed; roofs may have partially collapsed; outhouses, porches, and patios may have been damaged more seriously than the principal structure itself. Occupants will need to be rehoused on a long-term basis, and rehabilitation of the building will probably not be feasible.

6

Partial Collapse.

Requires immediate evacuation of the occupants and cordoning of the site to prevent accidents with falling masonry.

7

Total Collapse.

Requires clearance of the site.

The basic divisions within the scale are between damage that is light enough to allow a structure to continue being used, damage that is heavy enough to compromise the structure until repair can be affected, and damage that cannot be repaired economically [Alexander, 1989, p188].

Other scales are available for damage to buildings in runout zones and for a range of lifelines. Numbering on the basic scale has been preserved in other scales so that they are compatible with one another and can be used to derive average intensity values for the purpose of macrozoning [Alexander, 1989, p188].

References

Alexander D, 1989, Urban landslides, Progress in Physical Geography, 13, 157-191.