Transcription of Seismic Code Requirements
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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.
Shake Table Test – Flat Plate CE243A 20 Earthquake Building Response Shaking Time F 4 = m 4a 4(t) F 3 = m 3a 3(t) F 2 = m 2a ... from direct stiffness assembly) ... shear where response spectrum analysis is used z1630.5.5 – Directional effects: ...
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