
2021 Proceedings of the SSRC Annual Stability Conference
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​Session S1 - Advances in Stability Analysis
Expanded Benchmark Studies on the AISC Direct Analysis Method
Finite Element Modeling of Open Web Steel Joists Comprised of Nonsymmetric Shapes
Computation of Flexural Buckling Loads via Curvature-Based Displacement Interpolation
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Session S2 - Advances in Stability Analysis Continued
Modeling Considerations for Built-Up Compression Members in Communication Towers
On the Combination of Shell and GBT-Based Beam Finite Elements
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Session S3 - MAJR Award Session
Generalized Beam Theory: Moving from Isolated Members to Structural Systems
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Session S4 - Beedle Award Session
The Mechanics of Built-Up Open Sections
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Session S5 - Direct Strength Method
Influence of Pattern Perforation in Direct Strength Method Design of Upright
Session S6 - Special Topics in Structural Stability
Imperfection Sensitivity of Metallic Plate-Lattice Materials
Design of Orthotropic Steel Diaphragms for Improved Building Stability Through Topology Optimization
Beam Element Material Models for Straightened Hot Rolled Sections and Welded HSS Sections
Stiffness Based Design Method for Sheathed Cold-formed Steel Members Subjected to Torsional Buckling
Session S7 - Stability of Beams and Girders
Effects of Local Buckling on The Behavior of High Strength Steel Beams
Improved characterization of elastic flexural and shear buckling strengths of I-section
Experimental Verification of Eccentrically Loaded Steel Joists With Non-Symmetric Sections
Enhancing Plate Girder Shear Performance Using Low-Frequency Sinusoidal Webs
Session S8 - Stability of Columns
Numerical Investigation of the Flexural Buckling of High Strength Steel Wide Flange Columns
Compression and Stability Response of Short CFS Battened Columns with Light-Weight Composite Chords
Conducting a Column Buckling Test in 3D Virtual Reality
Axial Shortening Effect of Deep Columns in Steel Moment Frames
Session S9 - Stability of Frames and Frame Systems
Flexural Stiffness Factors For Stability Design of Stainless Steel Planar Frames
Stability of Stainless Steel Frames with Different Beam-to-Column Connection Types
Stability of Gerber Systems with Top-flange Bracing
Session S10 - Stability of Plates and Shells
Classical and Finite-Element Methods for Elastic Buckling of Cylindrical Shells
Analysis and Seismic Buckling Strength Evaluation of Liquid-Filled stiffened Steel Cylindrical Tanks
Effect of Boundary Conditions on the Creep Buckling of Steel Plates in Fire
Session S11 - Stability of Structural Members
Unfavorable Imperfection Shapes in Steel Plate Girders for Web Local Crippling
Post-Buckling Behavior of Thin-Walled Regular Polygonal Tubes Subjected to Bending
Steel Plates in Combined Shear and Moment: Flat versus LFS Profiles
Session S12 - Stability of Wall and Roofing Systems
Local Buckling of Steel Plates Supported Unilaterally by Concrete Infill of C-PSW/CF
Stability of Concrete-Filled Composite Plate Shear Walls Exposed to Non-Uniform Fire Loading
Higher Strength Cold-Formed Steel Framed Shear Wall with Sheet Steel Sheathing
Session S13 - Stability under Seismic Loading
Parametric Evaluation of Multi-Tiered Ordinary Concentrically Braced Frames under Seismic Loading
Out-of-Plane Stability of In-Plane Buckling Braces under Seismic Loading
Large Scale Testing of WF Beam to HSS Column Connections for Seismic Applications
Session S14 - Topics in Lateral-Torsional Buckling
The Effect of Transverse Stiffeners and End-Plates on the Lateral-Torsional Buckling of Beams
Effect of Extended Shear Tab Connections on Lateral Torsional Buckling Capacity of Steel I-Beams
On the Lateral-Torsional Buckling Behavior of Channel Beams
Experimental Study of Stringer Lateral Torsional Resistance using a Grillage System
Proceedings Papers Not Presented at the Virtual Conference
Proceedings Papers Moved to NASCC Program
Full-Scale Seismic Stability Evaluation of a Frame-Spine System with Force-Limiting Connections