Figure D-5. Corralitos ground motion recording, component 0E, October 17, 1989,

Figure D-4 Relation between earthquake magnitude and epicentral intensity

Response Spectrum.

Seismic Design for Buildings - index
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1 cm = 0.4 inches

Corralitos ground motion recording, component 0E, October 17, 1989,

Figure D-5

Loma Prieta, California earthquake (after California Division of Mines and

Geology, 1989).

D-10

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