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2018 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!

A Partial-Distributed Damage Method for Progressive Collapse of 3D Steel Composite Buildings

A Reappraisal of the Reliability of Local Buckling Rules Based on the Winter Curve

Application of the Direct Strength Method to Functionally-Graded-Material-Sheathed Cold-Formed Steel Beam Channel Members under Non-Uniform Elevated Temperature

Column Design: Past, Present, Future

Computational Study of Tension Field Action in Gable Frame Panel Zones

Creep Buckling of Steel Beam-Columns Subjected to Fire

Cyclic Fracture Simulation Framework for Stability and Collapse Simulation in Steel Structures

Determination of the Buckling Critical Load for Composite Concrete-Filled Steel Tube Columns from Partial Experimental Data: A Review of the Southwell Plot Technique

Development of a Computational Model to Estimate the Rollover Resistance of Open Web Steel Joist Seats

Direct Strength Approach to Predict the Flexural Strength of Cold-Formed Z-Section Purlins on Sloped Roofs

Direct Strength Prediction of Cold-Formed Z-Section Purlins with Support Torsion Braces Combined with Span Lateral Braces

Distortional Failure and DSM Design of Cold-Formed Steel Lipped Channel Beams under Non-Uniform Bending

Evaluation of Seismic Design Methods for Steel Multi-Tiered Special Concentrically Braced Frames

Experimental Study on the Interaction of Partial Top Lateral and K-Frame Bracing on Tub Girders

Flange Buckling Behavior of Trapezoidally Corrugated Web Girders Subjected to Bending and Shear Interaction

Flexural Resistance of Longitudinally Stiffened Curved I-Girders

Geometric Imperfections in Shell Finite Element Models of CFS Members - A Review of Current State of Practice

Horizontal Curvature Impacts on Steel Plate Girder Shear Buckling

Improved Characterization of the Flexural and Axial Compressive Resistance of Noncomposite Longitudinally Stiffened Welded Steel Box-Section Members

Interaction Between Patch Loading, Bending, and Shear in Steel Girder Bridges Erected with the Incremental Launching Method

Lateral-Torsional Buckling Response of Welded Wide-Flange Girders

Load Tests of Common Shoring Towers: Typical Detailing and Resulting Capacity Reduction

Local Buckling Limit States in Rod-Braced Metal Building Frames

Looking Back at a Career Shaped by SSRC: Stimulating Stability Research Challenges

Modal Identification of Thin-Walled Steel Studs under Non-Uniform Temperature

Modal Interaction in Design of Improved Stiffened Trapezoidal Profiled Sheeting: Shape Grammar, Elastic Stability and Strength Analysis

Modeling Out-of-Flatness and Residual Stresses in Steel Plate Girders

Modeling the Influence of Residual Stress on the Ultimate Load Conditions of Steel Frames

Numerical and Experimental Studies for the Development of Direct Strength Design Rules for Locally and Globally Slender Hollow Sections

On the Accuracy of the Current Direct Strength Method (DSM) Design Curve for Columns Failing in Global Modes

Parametric Study of Hole Pattern Influence on Average Bending Stiffness

Predicting the Buckling Strength of Spirally Welded Tapered Tubes Under Flexural Bending Using Reference Resistance Design

Seismic Performance Assessment of Steel Multi-Tiered Ordinary Concentrically-Braced Frames

Seismic Performance Evaluation of Cold-Formed Steel Framed Shear Walls using In-Frame Corrugated Steel Sheets

Shear Resistance Mechanisms of Steel Sheet Walls with Burring Holes and the Effect of Wall Widths with Vertical Slits

Signature Curve for General Thin-Walled Members

Stability Analyses for a Multi-Span Tied Steel Arch Bridge: AASHTO Effective Length Method, Eigenvalue Analysis and AISC Direct Analysis Method

Stability Considerations for Concrete Forming Support Systems

Stability of Steel Modules During Construction

Stability of Steel Structures at Elevated Temperatures: A Hybrid Fire Testing Approach

Stability of Wall-Diaphragm Connections in Cold-Formed Steel Framed Buildings

Strength Requirements for Shear Diaphragms Used for Stability Bracing of Steel Beams

Ten Years of Research on Stability of Thin-Walled Members Revisited

Tests on Bolted Steel Angles in Compression with Varying End Support Conditions

The Impact of Gravity Connections on the Progressive Collapse Response of Steel-Framed and Concrete Composite Buildings

The Influence of Geometrical and Material Imperfections on the Stability and Resistance of I and H Sections

Toward the Recognition of Unaccounted for Flange Local Buckling and Tension Flange Yielding Resistances in the ANSI/AISC 360 Specification

Using Photogrammetry-Based Imperfection Measurement Tools to Determine the Impact of Corner Radii Imperfection on Cold-Formed Steel Member Strength

Warping and Deformations in Profiled Steel Deck under Shear

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