Buckllng Of Columns – Introduction, – , Method Of Neutra Equilibrium, – The Criticai Load Of The Euler Column, – Linear Column Theoryan Eigenvalue Problem, – , Boundary Conditions, – Effectivelength Concept And Design Curve, – Higherorder Differential Equation For Columns, – Largedeformation Theory For Columns, – , The Behavior Of Imperfect Columns, – Initially Bent Columns, – Eccentrically Loaded Columns, – Summary Ofimperfect Column Behavior, – , Inelastic Buckling Of Columns, – Double Modulus Theory, – Tangent Modulus Theory, – Shanley’s Theory Of Inelastic Column Behavior, – , Eccentrically Loaded Inelastic Columns, – Buckiing Load Of Short Coiumns, – Buckling Strength Of Aluminum Coiumns, – Buckiing Strength Of Hotrolled Wideflange Steei – Coiumns, – Design Of Steei Coiumns, – Approximate Methods Of Analysis – Introduction, – Conservation Of Energy Principie, – Calcuiation Of The Criticai Load Using An Approximate – Deflection Curve, – Principle Of Stationary Potential Energy, – Caicuius Of Variations, – Rayleighritz Method, – Buckiing Load Of Coiumn With Variabie Cross Section, – Gaierkin’s Method, – Method Of Finite Differences, – Calcuiation Of The Criticai Load By Finite Differences, – Higherorder Derivatives, – Uneveniy Spaced Pivotai Points, – Matrix Stiffness Methodfiexurai Members, – Matrix Stiffness Methodcompression Members, – Beam Columns – Introduction .
