top of page
2013 Proceedings of the SSRC Annual Stability Conference

Explore all the resources from the Annual Stability Conference by visiting AISC's Learning Portal, where you can access the proceedings, videos, and more!

Analysis of Locally/Distortionally Buckled Beams

Analytical Assessment of the Strength of Steel Truss Bridge Gusset Plates

Analytical Model for Stiffened Steel Infill Plates

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

Axial Capacity of Partially Corroded Steel Bridge Piles

Beedle Presentation: Are Designers Sufficiently Instructed to Make the Most Rewarding Use of the Latest Steel Codes?

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

Bracing for Flexural Buckling in Cold-Formed Steel Framed Walls

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

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

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

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

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

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

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

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

Elastic Buckling of Thin-Walled Steel Columns with Periodic Perforations

Elastic Compressive Strength of Aluminum Open Circular-Arc Sections

Experimental and Analytical Study on Failure Modes of Structural Steel Scaffolds

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

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

Girders with Structured Web - Ongoing Research

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

Intermediate Transverse Stiffeners in Stiffened Plate Girders

Localized Web Buckling of Double-Coped Beams

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

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

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

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

On Frame Stability Analysis

Performance of Steel Shear Tab Connections at Elevated Temperatures

Practical Design of Complex Stability Bracing Configurations

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

Shear Strength of Web-Tapered I-Shaped Members

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

Stability of Cold-Formed Steel Compression Members under Thermal Gradients

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

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

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

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

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

System Reliability of Steel Frames Designed by Inelastic Analysis

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

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

Three-Dimensional Joist Member Studies using Equivalent Beam Theory

Towards a More Rational DSM Design Approach for Angle Columns

Get Involved!

Thank you for your interest!

SSRCLogo-whitetrans.png
bottom of page