Intermediate Transverse Stiffeners in Stiffened Plate Girders Beg

Compression Members with Hollow Sections and Concentric Slotted Gusset Plates – Behavior and Recommended Design Model Unterweger

Three-Dimensional Joist Member Studies using Equivalent Beam Theory Kilber

The Overall Interaction Concept: an Alternative Approach to the Stability and Resistance of Steel Sections and Members Boissonnade

The Post-Buckling Strength and Tension-Field Action Mechanism of Cold-Formed Steel Shear Walls with Steel Sheeting Mohebbi

Analytical Model for Stiffened Steel Infill Plates Sabouri

Effective Strip Model for Cold-Formed Steel Shear Wall using Steel Sheet Sheathing Yanagi

Elastic Compressive Strength of Aluminum Open Circular-Arc Sections Shepherd

Performance of Steel Shear Tab Connections at Elevated Temperatures Seif

Stability of Cold-Formed Steel Compression Members under Thermal Gradients Abreu

Shear Strength of Web-Tapered I-Shaped Members Studer

Mapping Web-Tapered Member to a Prismatic Member for Buckling Analysis of Sway Frames-Closed Form Equation Salem

Stability Verification of Web-Tapered Beam-Columns – Possible Approaches and Open Questions Marques

On Frame Stability Analysis Dória

Experimental and Analytical Study on Failure Modes of Structural Steel Scaffolds Abdel-Ghaffar

Analysis of Locally/Distortionally Buckled Beams Zhang

System Reliability of Steel Frames Designed by Inelastic Analysis Shayan

Buckling Strength of Axially Loaded Cold Formed Built-Up I-Sections Abu-Hamd

Elastic Buckling of Thin-Walled Steel Columns with Periodic Perforations Smith

Distortional Post-Buckling and Strength of Cold-Formed Steel Columns: How does the Cross-Section Geometry Affect it? Landesmann

Shape Optimization of Cold-Formed Steel Columns with Manufacturing Constraints and Limited Number of Rollers Leng

Bracing for Flexural Buckling in Cold-Formed Steel Framed Walls Blum

Brace Stiffness and Forces of X-Type, K-Type, and Z-Type Cross Frames in Steel I-Girder Bridge Systems Battistini

Practical Design of Complex Stability Bracing Configurations Bishop

Calculating the Impact of Partial Warp Restraint on Steel Girder Elastic Buckling Strength Quadrato

Analytical Assessment of the Strength of Steel Truss Bridge Gusset Plates Kim

Axial Capacity of Partially Corroded Steel Bridge Piles Karagah

Modeling the Seismic Response of Cold-Formed Steel Framed Buildings: Model Development for the CFS-NEES Building Leng

Cyclic Lateral-Torsional Buckling Response of Cold-Formed Steel C-Section Joists Padilla-Llano

Strain Capacity of Cross-Section Elements and the Role of Local Slenderness in the Rotation Capacity of Structural Steel Torabian

Towards a More Rational DSM Design Approach for Angle Columns Dinis

Numerical and Experimental Investigation on the Post-Buckling Behavior, Ultimate Strength and DSM Design of Thin-Walled Cruciform Steel Columns Dinis

Distortional Buckling Capacity of Z-Purlins Through-Fastened to Metal Panels under Gravity Loading Grey

Strength and Stiffness of Cold-Formed Steel Purlins with Sleeved and Overlapped Bolted Connections Neto

​Are Designers Sufficiently Instructed to Make the Most Rewarding Use of the Latest Steel Codes? Maquoi

Study of Residual Stresses in I-Section Members and Cellular Members Sonck

Influence of Creep on the Stability of Steel Columns Subjected to Fire Morovat

GBT-Based Structural Analysis of Elastic-Plastic Thin-Walled Members Abambres

Finite Prism Elastic Buckling Analysis and Application in Steel Foam Sandwich Members Li

Stability, Failure and Design of I-Section Steel Beams Subjected to Tension Tomás

Girders with Structured Web - Ongoing Research Bartholomé​

Shell Buckling Evaluation of Thin-Walled Steel Tanks Filled at Low Liquid Level According to Current Design Codes Maraveas

Localized Web Buckling of Double-Coped Beams Dowswell

​Numerical and Experimental Investigation on the Post-Buckling Behavior of Steel Plate Girders Subjected to Shear Mamazizi

Beedle Presentation: Are Designers Sufficiently Instructed to Make the Most Rewarding Use of the Latest Steel Codes? ​
​Distortional Post-Buckling Behavior and Strength of Cold-Formed Steel Columns: How does the Cross-Section Geometry Affect it? Landesmann​

​Papers are in order of conference proceedings​

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