A Comparison of Stability Design Requirements: A Work in Progress of SSRC Task Committees on Systems and Extreme Loads and the ASCE/SEI Methods of Design Committee

A New Analytical Method for Solving Nonlinear Stability Problems of Framed Structures

A Novel DSM-Based Approach for the Rational Design of Fixed-Ended and Pin-Ended Short-to-Intermediate Angle Columns

About the Influence of the Cross-Section Geometry on the Distortional Post-Buckling Strength of Cold-Formed Steel Columns

An Alternative Approach for the Prediction of Hollow Structural Shapes Cross-Sectional Resistance: the Overall Interaction Concept

Analysis and Design of Noncompact and Slender Concrete-Filled Steel Tube (CFT) Beam-Columns

Analysis and Design of Steel Plate Shear Walls with Column Restrainers

Analysis and Design of Thin Metallic Shell Structural Members -- Current Practice and Future Research Needs

Analytical Investigation of the Stability and Post-Buckling Behavior of Large-Scale Truss Assemblies

Application of Diaphragm Stiffness and Strength Equations to Bridge Metal Deck Forms

Axial Compression Resistance of Cold-Formed Steel Lipped Channel at Elevated Temperatures

Beedle Presentation: Inelastic Stability of Steel Members and Frames Using Computers with Vacuum Tubes in the '60s to Supercomputers in the '90s

Behaviour and Stability of Double-Coped Beam-To-Girder Connections Under Combined Loading

Behaviour of LSF Floor Systems with Improved Joist Sections Under Fire Conditions

Cold-Formed Steel Lipped Channel Beams Under Fire Conditions: Distortional Response; Failure and DSM Design

Constrained Finite Strip Method Stability Analysis of Thin-Walled Members with Arbitrary Cross-Section

Cylindrical Shell Buckling Strength According to the ""Overall Method"" of Eurocode 3 - Background and Applicability to the Design of High Strength Steel Circular Hollow Sections

Design and Analysis of Liner Forms for Shaft Sinking

Determining Unbraced Lengths in Continuous Girders Subjected to Warping Restraint

Direct Strength Method for Web Crippling of Cold-Formed Steel C- and Z-Sections Subjected to Two-Flange Loading

Effect of Imperfections on the Ultimate Shear Strength of Tapered Girders

Effect of Shear on Stability of Steel Girders Under Fire Conditions

Effective Length K-Factors for Flexural Buckling Strengths of Web Members in Open Web Steel Joists

Experimental and Computational Analysis of Direct Torsion in Cold-Formed Steel Lipped Channels

Experimental Investigation on Shear Strength of Elastic End-Web Panels Strengthened with CFRP Strips

Experimental Studies of Cold-Formed Steel Hollow Section Columns at Elevated Temperatures

Experimental Study and Modeling of Cold-Formed Steel Lipped Channel Stub Beam-Columns

Experimental Study of Hot-Rolled Rectangular Hollow Sections

Imperfection Analysis and Optimized Design of Tapered Spirally-Welded Wind Turbine Towers

Initial Geometric Imperfection Measurement and Characterization of Cold-Formed Steel C-Section Structural Members with 3D Non-Contact Measurement Techniques

Lateral Bracing Requirements for H-Section Beams with Supports Attached to Top Flange Subjected to Cyclic Antisymmetric Moment

Modeling of Moment Connections for Structural Fire Analyses

New Proposal for Classification of Steel Flexural Members Based on Member Ductility

On the Relevance of Local-Distortional Interaction Effects in the Behavior and Design of Cold-Formed Steel Columns

Optimization of Open Cold-Formed Steel Sections Based on Shape Grammar

Stability and Load-Carrying Capacity of Cold-Formed Steel Compression Members

Stability and Service Consideration for Steel Bridge Orthotropic Deck Panels

Stability Behavior of Full-Scale Cold-Formed Steel Buildings Under Seismic Excitations

Stability of Continuous Steel Column Members at Elevated Temperatures

Stability of Energy-Dissipating Steel Fuses in an Innovative Seismic System for Cold-Formed Steel Structures

Stiffness and Strength of Shear Diaphragms Used for Stability Bracing of Slender Beams

Stiffness Reduction Method for the Design of Steel Columns and Beam-Columns

The Interaction of Stability and Fatigue Related Brace Forces in Cross Frame Members of Steel I Girder Bridge Systems

Web Post Buckling Resistance of Longitudinally Stiffened Plate Girders