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SS2 - Analysis Methods I
 

• Critical moment of doubly-symmetric beams with prebuckling deflection: the effect of intermediate supports    Sandor Adany

• The Modal Finite Strip Method (mFSM) for Buckling Mode Decomposition of Built-up Members: Applications and Examples    Mani Khezri

• On the definition of geometric imperfections in the F.E. modelling of local buckling in hot-rolled channel sections    Morane Chloé Mefande Wack

• Thin shell finite element formulations implemented in open-source software    Cristopher Moen

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SS3 - Analysis Methods II

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• Nonlinear GBT for thin truncated conical shells with circular cross-section    Victor Popa

• AIJ Structural Stability Topics in Steel Structures: Summary of the AIJ-SSRC Collaboration Effort    Andres Sanchez

• Mechanics-informed data-driven prediction model of steel column strength    Zhidong Zhang

• On the structural behavior of tapered thin-walled convex polygonal tubes with deformable cross-section    Rodrigo Gonçalves

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S1 - Bridges
 

• ​Reuse Design of CFS Columns Subjected to Interaction Buckling for the Application of Circularity in Construction    Sivaganesh Selvaraj

• Influence of residual stresses on the strength of horizontally curved steel I-girders    Aanandh Nandakumar

• Practical Stability Design of General I-Section Members for Combined Forces    Don White

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S2 - Buildings I

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• Is Your Industrial Building Structure Suitably Braced: Should the EOR be Concerned When Detailing and Fabrication Differ from Analysis, Modeling, and Design - The Sixth Study in a Series    Perry Green

• Seismic Design of Partially Concrete-filled Steel Tubular Columns    Iraj Hossein Pouli Mamaghani

• Investigation on load transfer mechanisms in concrete-filled steel tubular (CFST) columns with beam shear connections    Weijie Ning

• Experiments to understand the impact of local and global slenderness on inelastic deformation capacity of round HSS braces    Lily Swanson

 

S3 - Buildings II
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• Stability assumptions in numerical modeling of cold-formed steel-framed buildings under seismic loading    Mohammed M. Eladly

• A low-cost system for enhanced seismic stability and mitigation of residual deformations in steel eccentrically braced frames    Pedram Mortazavi

• Buckling behavior of metal building systems under dynamic wind loads    Shihang Wang

 

S4 - Experiments in Thin-Walled Structures
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• Flexural tests on high strength cold-formed steel solar piles    Fidence Cyizere Rukundo

• Ultimate flexural capacity of Cold Formed Section Purlins laterally supported by tie rods    Maged Hanna

• Double-storey cold formed steel shear wall tests with integrated built-up uprights subject to monotonic load    Xinxin Liu

• Experimental study on the behavior of cold-formed lipped channels under uniform and non-uniform elevated temperatures    Jiangyue Xie

 

S5 - Extreme Loads​

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• Analytical Investigation of Plate Buckling Capacity Under Inelastic Cyclic Loading    Eman Abdullah

• O.I.C.-based design of steel H.S.S. at high temperatures    Nicolas Boissonnade

• Numerical modeling of the post-earthquake fire performance of cold-formed steel members    Yu Niu

• Local stability of WF sections in fire    Gabrielle Pomerleau

 

S6 - Beedle Session

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• Lateral torsional buckling and torsional bracing of steel girder systems    Todd Helwig

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S7 - Floors and Roofs​

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• Stability and Response of Lacing Systems in Laced Built-up Truss Bridge Columns    Oudom Chhoeng

• Sensitivity of Open-Web Steel Joist Stability to Material and Geometric Property Variability    Kubilay Cicek

• Global Buckling Measurement in Steel Decks using Fiber Optic Sensing, Infrared Optical Tracking, and Point Clouds    Monamy Mustaq

• Modeling steel deck diaphragms using beam element   Saleh Alshammari​​​

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S8 - Frames and Systems

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• System-Based Design Methods: Reliability and Stability of Benchmark Structural Steel Frames    Damir Akchurin

• Behaviour of Bolted Apex Connector in Single-Channel CFS Portal Frames - Experimental Study    Mahendrakumar Madhavan

• A novel bracing concept for structural stability of ideal plane frames    Mário Rosa

 

S9 - Special topics I​

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• Developing Axial-Flexure (P-M) Interaction Curve for High-Strength Steel Members with Local and Global Stability Considerations    Abdullah Alghossoon

• Comparison of AISC 360 and Eurocode 3 Lateral-Torsional Buckling Predictions to Results from a Comprehensive Experimental Database for Rolled I-Section Members    Aakash Reddy Eetikala

• Design and collapse simulation strength sensitivity of large-scale cylindrical tubes for wind turbine support towers in flexure    Xi Pen

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S10 - Special topics II

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• Optimizing the structural performance of extruded aluminum RHS and SHS with internal stiffeners    Juan Sosa

• Determination of minimum concrete layer in hollow concrete-filled steel tubular columns using plate buckling in an elastic medium    Mashudha Sulthana

• Experimental and analytical stability of thick origami panels for deployable anchors to prevent coastal erosion    Ann Sychterz

 

S11 - Stainless Steel and Aluminum​

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• Strategic Use of Austenitic Stainless Steel in Dissipative Zones of Eccentrically Braced Frames    Rolando Chacón

• Local stability of 3D-printed stainless steel channel sections under compression    Yao Sun

• Local Buckling of Extruded Aluminum Circular Hollow Sections under Combined Load Cases    Liya Li

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S12 - Thin-Walled Structures I

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• Lipped channel cold-formed steel columns: “all-in-one” design approach including the buckling interaction models LG, LD, DG and LDG    Eduardo Batista

• Web crippling analysis of CFS open built-up sections subjected to interior one-flange loading    Mohammad Adil Dar

• Evaluating the effectiveness of stay-in-place forms to improve the torsional stability of box beam bridges during erection    Michael Seek

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S13 - Thin-Walled Structures II

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• Flexural-torsional buckling of built-up cold-formed steel columns    Kim Rasmussen

• Optimum Web Stiffener for the Buckling Stability of Web Perforated Cold-formed Steel Storage Rack Columns    Amoke Shabhari

• Numerical assessment and seismic performance evaluation of thin-walled cylindrical liquid-filled steel storage tanks supported on rigid soil    Shafqat Ullah

 

Proceedings Only​

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• Methods to improve the computational efficiency of geometric nonlinear analyses of steel frames    Barry Rosson

• Why do cantilever beams buckle the wrong way?    Ian MacPhedran