known to have been perceived by persons without benefit
of instruments has been about 100 miles.

These few persons

were situated under conditions favorable to the amplification

of the ground motions. No structural damage from ground
motion has been experienced beyond about six miles from the
site of the nuclear detonations.
Evaluation

Records of ground motion are now available for many underground nuclear explosions. Analyses of data and application
of geophysical principles are resulting in a steady improvement

in methods of prediction of ground motions for planned events.

Since ground motions from underground nuclear explosions

are different in some respects from those from an earthquake
and there is a need to predict marginal damage to structures

for such explosions a new approach is required. The analytical procedures for structural response generally are valid
and can be applied. Additional direct test information is

required and is being acquired by the AEC.

Until more data

are developed, conservative estimates of the effects may be
made by comparison with damage which might be expected

from the same amplitude of ground motion in an earthquake.

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