/
Interpreting buckling analysis results for different initial conditions
Interpreting buckling analysis results for different initial conditions
Buckling analysis may begin with either zero initial conditions or the stiffness taken from the end of a nonlinear load case. Output is compared as follows:
Report
See Also
Attachments
SAP2000 V15.1.0 model file (zipped SDB file)
Hand calculations (PDF file)
Analysis notes (PDF file)
Metadata
Name: Interpreting buckling analysis results for different initial conditions
Description: Buckling analysis may begin with either zero initial conditions or the stiffness taken from the end of a nonlinear load case. This test problem compares the associated output.
Program: SAP2000
Program Version: 15.1.0
Model ID: 511
, multiple selections available,
Related content
Buckling
Buckling
More like this
Eigenvalue vs. Nonlinear buckling analysis
Eigenvalue vs. Nonlinear buckling analysis
More like this
Buckling FAQ
Buckling FAQ
More like this
Acceleration loading
Acceleration loading
More like this
AISC stability benchmark problems( P-Δ and P-δ effect)
AISC stability benchmark problems( P-Δ and P-δ effect)
More like this
Bridge shrinkage example
Bridge shrinkage example
Read with this