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CALTRANS SEISMIC DESIGN CRITERIA

CALTRANS SEISMIC DESIGN CRITERIA

dot.ca.gov

Added equations for Superstru cture/Bent cap “Seismic Moment and Shear Demands” 4.2 4.4.4 Changed the factor for P-Delta equation from 0.20 to 0.25 5.2.3 5.2.2 Clarified definition and application of Inelastic Static Analysis Added provision for determining the displacement capacity of single span bridges ...

  Seismic, Caltrans, Caltrans seismic

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