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Chapter 7:Hazard Analysis—Earthquakes <br /> I.A <br /> Couloarltledt <br /> —YIS— 5U <br /> 50 q0 <br /> —gp <br /> —so- <br /> -40- <br /> -35— <br /> —30- <br /> -25- <br /> -20- <br /> -�5— <br /> 19 <br /> —1Q— <br /> 5 <br /> —ff— <br /> \ul�:n nlmm ruc 18" 16' <br /> 11.2 SEC SPECI RAL RESPONSE ACCELERATION(.5%OF CRI f ICAL DAMPING) <br /> C OnAQUr iutrrvnls, tr <br /> -1S0- <br /> -125- 4 <br /> 0 <br /> -100- <br /> -90- <br /> /J• <br /> -75--60- <br /> f{ <br /> —50- <br /> -40- �. <br /> —30— <br /> —25— <br /> —1a- <br /> -$— t; <br /> —K— <br /> 2 <br /> —p <br /> W 18' <br /> 1.0 SEC SPECTRAL RESPONSE ACCELERATION(5%OF CRITICAL DAMPING) <br /> Figure 7-11.Maximum considered earthquake ground motion for the State of Hawaii of 0.2 and lA second spectral <br /> accelerations(5°/,damping,Site Class B) <br /> (ASCE,2005) <br /> Table 7-1 correlates the peak ground acceleration rates to the Modified Mercalli scale. <br /> 7-14 Hawaii Countv Multi-Hazard Mitigation Plan <br />