15.1.1. Different Types of Stability Failures

15.2.1. Introduction

15.2.2. Buckle Wavelength

15.2.3. Web Shear Buckling (Rectangular)

15.2.4. Panel Compression Buckling (Rectangular)

15.2.5. Interaction of Shear and Compression Buckling (Rectangular)

15.2.6. Flange Compression Buckling

15.2.7. Bending Buckling

15.2.8. Buckling of Triangular Panels

15.2.9. Reduction Factors Due to Cladding

15.2.10. Panel and Flange Buckling Summary

15.2.11. Inter-Rivet Buckling

15.3.1. Euler Approach for Elastic Column Buckling

15.3.2. Johnson-Euler approach for Elastic-Plastic Column Behavior

15.3.3. Column Fixity Coefficient, C

15.3.4. Tangent Modulus approach for Elastic-Plastic Column Behavior

15.3.5. Limits to Column Buckling Strength

15.3.6. Beam Column Analysis

15.4.1. Buckling of Thin Cylindrical Shells