
2019 Proceedings of the SSRC Annual Stability Conference
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A Modified Approach Towards Estimating the Lateral Torsional Buckling Effective Length
A Stability Journey - Diaphragms, Cold-formed Steel and the SSRC
Accurate Direct Strength Method (DSM) Prediction of Column Flexural-Torsional Failure Loads
An Introduction to Numerical Modeling of Composite Plate Shear Walls / Concrete Filled (C-PSW/CF)
Capturing Cold-Formed Steel Shear Wall Behavior Through Nonlinear Fastener-Based Modeling
Design by Advanced Elastic Analysis - An Investigation of Beam-Columns Resisting Minor-Axis Bending
Design of Fixed-Base Hollow Structural Section Columns Subjected to Large Seismic Drift
Experimental and Numerical Studies on the M-V-N Interaction of Longitudinally Stiffened I-girders​
Experiments and Computations on Steel Bridge Corroded Beam Ends
Flexural-Torsional Deformations of Imperfect Thin-Walled Columns with Continuous Bracing
Imperfection insensitive thin steel tubular shells under bending
Influence of Boundary Conditions on the Shear Post-Buckling Behavior of Thin Web Plates
Influence of the Length of Patch Load on the Ultimate Load of Longitudinally Stiffened Plate Girders
Investigation on the Effect of Warping on the Stability Behaviour of Cold Formed Steel Beam-Columns
Large-Scale Lateral--Torsional Buckling Tests of Welded Girders
Lateral Stability and Design of Gerber Systems
Local Buckling of I-Shape Members Bent About Their Weak Axis
Modal Buckling Analysis of Trapezoidal Sheeting
Moment Gradient Factor for Lateral--Torsional Buckling of T-Shaped Beams
Moment Gradient Factors for Singly-Symmetric I-Sections
On the Influence of Load Width on Web Compression Buckling Strength
On the Interaction Between Local and Lateral-Torsional Buckling of I-Shaped Slender Section Beams
On the Stability of Composite Plate Shear Walls under Fire Loading
Preliminary Results from FEMA P695 Study on Coupled Composite Plate Shear Walls--Concrete-Filled
Seismic Performance and Impact of Geometric Nonlinearity on 3D Steel Braced Frame Building Models
Seismic Performance of Corrugated Double-Skin Composite Shear Walls with Different Aspect Ratios
Seismic Stability of Special Concentrically Braced Frames in a Moderate Seismic Region
Simulation of Steel Sheet Sheathed Cold-Formed Steel Framed Shear Walls
Stability Analysis of Unbraced Steel Storage Racks: Discussions and Alternatives
Stability of Aboveground Open-Top Tanks Subjected to Wind Loading: Static and Dynamic Analyses
Stability of Apex Connections in Cold-Formed Steel Portal Frames
Stability of Stainless Steel Sections under Simple Loading
Stability of Tapered Wood Utility Poles under Extreme Loading
Stiffness Matrix for Buckling Analysis of Tapered Steel Members
Streamlined Design of nonprismatic I-Section Members
Strengthening Beam Sections of Industrial Buildings Against Lateral Torsional Buckling
The Impact of Bearing Conditions on the Stability Behavior of Cold-Formed Steel Stud Assemblies
The Role of Local Buckling in the Determination of H.S.S. Rotational Capacity
The Strength of Rotary-Straightened Steel Columns
Time-Dependent Buckling of Steel Plates Exposed to Fire
Topology Optimization of Steel Shear Fuses to Resist Buckling
Topology Optimization of Top Lateral Bracing for Steel Tub Girder Systems Using Genetic Algorithm
Torsional Brace Strength Requirements for Steel I-Girders
Uncertainties in Seismic Collapse Analysis of Framed Structures
Validation Study of a New Inelastic Material Model for Steel W-Shapes