Seismic Code Requirements
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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