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// CODE SNIPPET

2.4.10.3.3 Post-Yield Analyses

California Administrative Code 2019 > 6 Seismic Evaluation Procedures for Hospital Buildings > 2 Procedures for Structural Evaluation of Buildings > 2.4 Analysis of the Building > 2.4.10 Dynamic Analysis > 2.4.10.3 Analysis Procedure > 2.4.10.3.3 Post-Yield Analyses
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Post-yield analyses of a simplified model of the building may be made to estimate the nonlinear displacements of the structural system. If the analyses is made with a two-dimensional planar model, the additive torsional displacement shall be established through methods that are equivalent to those used for response spectra analyses.

The displacements or rotations of structural members estimated by the post-yield analysis shall be compared with relevant experimental data to determine the adequacy of the member or system.

Related Code Sections


2.4.10.3.3 Seismic Evaluation Procedures for Hospital Buildings, Post-Yield Analyses
Post-yield analyses of a simplified model of the building may be made to estimate the nonlinear displacements of the structural system. If ...
California Administrative Code 2019 > 6 Seismic Evaluation Procedures for Hospital Buildings > 2 Procedures for Structural Evaluation of Buildings > 2.4 Analysis of the Building > 2.4.10 Dynamic Analysis > 2.4.10.3 Analysis Procedure > 2.4.10.3.3 Post-Yield Analyses
2.4.10.3.3 Seismic Evaluation Procedures for Hospital Buildings, Post-Yield Analyses
Post-yield analyses of a simplified model of the building may be made to estimate the nonlinear displacements of the structural system. If ...
California Administrative Code 2016 > 6 Seismic Evaluation Procedures for Hospital Buildings > 2 Procedures for Structural Evaluation of Buildings > 2.4 Analysis of the Building > 2.4.10 Dynamic Analysis > 2.4.10.3 Analysis Procedure > 2.4.10.3.3 Post-Yield Analyses
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California Building Code 2016 (Vol 1 & 2) > 31F [SLC] Marine Oil Terminals > 3105F Mooring and Berthing Analysis and Design > 3105F.2 Mooring Analyses
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be performed for site related slope or embankment systems. Live load surcharge shall be considered in analyses based on project-specific information ...
California Building Code 2016 (Vol 1 & 2) > 31F [SLC] Marine Oil Terminals > 3106F Geotechnical Hazards and Foundations > 3106F.5 Slope or Embankment Stability and Seismically Induced Lateral Spreading
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Pseudo-static seismic slope or embankment stability analyses shall be performed to estimate the horizontal yield acceleration for the slope ...
California Building Code 2016 (Vol 1 & 2) > 31F [SLC] Marine Oil Terminals > 3106F Geotechnical Hazards and Foundations > 3106F.5 Slope or Embankment Stability and Seismically Induced Lateral Spreading > 3106F.5.2 Pseudo-Static Seismic Slope Stability
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