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Seismic Code Requirements

CE 243A Behavior & design of RC Elements Prof. J. W. WallaceFall 041CE243A 1 Seismic Code RequirementsSeismic Code RequirementsJohn W. Wallace, , W. Wallace, , ProfessorAssociate ProfessorUniversity of California, Los AngelesUniversity of California, Los AngelesCE243A 21971 San Fernando, CaliforniaEarthquakeCE 243A Behavior & design of RC Elements Prof. J. W. WallaceFall 042CE243A 31971 San Fernando EarthquakeOlive View Hospital ComplexCE243A 41971 San Fernando EarthquakeSoft-storyCE 243A Behavior & design of RC Elements Prof.

– Equivalent Lateral Force zNonlinear approach used for rehabilitation (e.g., FEMA 356) zLinear approach – assume response is dominated by first mode response (very common) Shaking Time Sd Saa V base F 4 F 3 F 2 F 1 CE243A 22 Building Response Analysis zResponse History Analysis – Analyze structure by applying acceleration history at base ...

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  Analysis, Force, Lateral, Lateral forces

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