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The 2012 SSRC Annual
Stability Conference was held April 17-21, 2012 in Dallas, Texas. The conference was held in conjunction with AISC's
North American Steel Construction Conference. This flash drive contains papers covering reports of current research
activities germane to the various SSRC task groups and task
reporters.
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NON-MEMBERS $50.00
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Contents
SSRC Annual Meeting Technical Presentations, Session 1: Topics in Stability Research
Flexural and Axial Behaviour of CFRP Strengthened Steel Circular Hollow Section Beams and Short Columns
Jimmy Haedir, Xiao-Ling Zhao, Monash University, Clayton, VIC, Australia
Effects of Splice Configuration on Web Crippling of Lapped Cold-Formed Steel Channels Subjected to Interior Two-Flange Loading
Q. Rahman, K. Sennah, Ryerson University, Toronto, ON, Canada, , S. Salib, Delcan Corportation, Markham, ON, Canada, S. Fox, Canadian Sheet Steel Institute, Cambridge, Canada
3D Second Order Analysis of Industrial Buildings
Zacarias Martin Chamberlain Pravia, Ricardo A. Ficanha, University of Passo Fundo, Passo Fundo, Brazil
SSRC Annual Meeting Technical Presentations, Session 2: Angle and Cruciform Columns
Flexural Buckling of Simply Supported Columns with "Rigid End Links" - the Key to Interpret Pin-Ended Angle Column Test Results?
Enio Mesacasa, Jr., University of Sao Paulo, Sao Paulo, Brazil, Dinar Camotim, Pedro Borges Dinis, Technical University of Lisbon, Lisbon, Portugal, Maximiliano Malite, University of Sao Paulo, Sao Paulo, Brazil
Buckling, Post-Buckling, Strength and Design of Angle Columns
Pedro Borges Dinis, Dinar Camotim, Nuno Silvestre, Technical University of Lisbon, Lisbon, Portugal
Behavior of HPS Cruciform Columns
Perry S. Green, Bechtel Power Corporation, Frederick, MD
Session 1 –Advances in Stability Analysis and Design
Stability Analysis and Design of Steel-Concrete Composite Columns
Mark D. Denavit, University of Illinois at Urbana-Champaign, Urbana, IL, Jerome F. Hajjar, Northeastern University, Boston, MA
On the Behavior, Failure and DSM Design of Thin-Walled Steel Frames
Cilmar Basaglia, Dinar Camotim, Technical University of Lisbon, Lisbon, Portugal
Session 2 - Stability of Purlins and Joists
Flexural Strength of Exterior Metal Building Wall Assemblies with Rigid Insulation
Tian Gao, Cristopher D. Moen, Virginia Tech, Blacksburg, VA
GBT-Based Assessment of the Buckling Behavior of Cold-Formed Steel Purlins Partially Restrained by Sheeting
Andre Graca, Cilmar Basaglia, Dinar Camotim, Technical University of Lisbon, Lisbon, Portugal, Rodrigo Goncalves, Universidade Nova de Lisboa, Lisbon, Portugal
Computational Studies Aimed at Defining Bridging Requirements for Steel Joists
Jonathan Eberle, Virginia Tech, Blacksburg, VA, Ronald D. Ziemian, Bucknell University, Lewisburg, PA, Drew R. Potts, Pennsylvania College of Technology, Williamsport, PA
Capacity Prediction of Open-Web Steel Joists Partially Braced by a Standing Seam Roof
Cristopher D. Moen, Luke Cronin, Ryan Fehr, Virginia Tech, Blacksburg, VA
Characterization of the Moment-Rotation Response of Cold-Formed Steel Beams
D. Ayhan, B.W. Schafer, Johns Hopkins University, Baltimore, MD
Session 3 - Bridge Stability and Bracing
Curvature Limitations of Non-Composite Girder Bridges at Construction Stage
Imad Eldin Khalafalla, Khaled Sennah, Ryerson Universtiy, Toronto, ON, Canada
Optimizing Cross Frame Plan Orientation in a Horizontally Curved Steel Bridge - Is it Worth it?
M. Sharafbayani, D.G. Linzell, Pennsylania State University, University Park, PA
Comparison of the Stiffness Properties for Various Cross Frame Members and Connections*
Anthony Battistini, Weihua Wang, Todd Helwig, Michael Engelhardt, University of Texas at Austin, Austin, TX, Karl Frank, Hirschfeld Industries, Austin, TX
Cross Frame Stiffness Study by Using Full Size Laboratory Test and Computer Models
Weihua Wang, Anthony Battistini, Todd Helwig, Michael Engelhardt, University of Texas at Austin, Austin, TX, Karl Frank, Hirschfeld Industries, Austin, TX
Session 4 - Stability of Steel Shear Walls
The Elastic and Inelastic Post-Buckling Behavior of Steel Plate Shear Wall Web Plates and their Interaction with Vertical Boundary Elements
David J. Webster, J.W. Berman, L.N. Lowes, University of Washington, Seattle, WA
Modified PFI Model for SPSWs with Moderate and Stocky LYP Steel Infill Plates
Tadeh Zirakian, Jian Zhang, University of California, Los Angeles, Los Angeles, CA
Cold-Formed Steel Sheet Sheathed Shear Walls in Mid-Rise Construction
C. Yu, N. Yanagi, University of North Texas, Denton, TX
Cold-Formed Steel Shear Walls in Ledger-Framed Buildings
P. Liu, Northeastern University, China, C. Yu, University of North Texas, Denton, TX, B.W. Schafer, Johns Hopkins University, Baltimore, MD
Session 5 - Cold-Formed Steel Member Stability
Cross-Section Optimization using Simulated Annealing of Cold-Formed Steel Channel Columns
Zacarias Martin Chamberlain Pravia, Moacir Kripka, University of Passo Fundo, Passo Fundo, Brazil
Post-Buckling, Strength and Design of Cold-Formed Steel-Lipped Channel, Hat-Section and Zed-Section Columns Affected by Local-Distortional Interaction
Pedro Borges Dinis, Dinar Camotim, Rui Fena, Technical University of Lisbon, Lisbon, Portugal
Stability of Sheathed Cold-Formed Steel Studs under Axial Load and Bending
K.D. Peterman, B.W. Schafer, Johns Hopkins University, Baltimore, MD
Session 6 - Member Stability
Computed Strength of Uni-Axially Loaded Battened Columns Composed of Four Cold Formed Angles
Mohamed A. El Aghoury, Adel H. Salem, Ain Shams University, Cairo, Egypt, Maged T. Hanna, National Housing and Building Research Center, Cairo, Egypt, Essam A. Amoush, Higher Technological Institute, Cairo Egypt
Influence of Imperfections in FEM Modeling of Lateral Torsional Buckling
N. Boissonnade, College of Engineering and Architecture of Fribourg, Fribourg, Switzerland, H. Somja, National Institute of Applied Sciences of Rennes, Rennes, France
Influence of Weak-Axis Flexural Yielding on Strong-Axis Buckling Strength of Wide Flange Columns
Christopher D. Stoakes, University of Iowa, Iowa City, Iowa, Larry A. Fahnestock, University of Illinois at Urbana-Champaign, Urbana, IL
Session 7 - Member Stability under Fire
IEnhancing the Fire Performance of Concrete-Filled Steel Columns through System-Level Analyis
R.S. Fike, Dematic Corp., Grand Rapids, MI,V.K.R. Kodur, Michigan State University, Lansing, MI
DSM Design of Cold-Formed Steel Columns Failing Distortionally Exposed to Fire: How Relevant is the Temperature Dependence of the Material Behavior?
Alexandre Landesmann, COPPE, Federal University of Rio de Janeiro, Brazil, Dinar Camotim, Technical University of Lisbon, Lisbon, Portugal
Cross-Sectional Stability of Structural Steel at Elevated Temperatures
M.S. Seif, T.P. McAllister, National Institute of Standards and Technology, Gaithersburg, MD
Session 8 - Castellated/Cellular and Corrugated Web Beams
Lateral Torsional Buckling of Cellular Steel Beams
J. Nseir, College of Engineering and Architecture of Fribourg, Fribourg, Switzerland, M. Lo, National Institute of Applied Sciences of Rennes, Rennes, France, D. Sonck, Ghent University, Ghent, Belgium, H. Somja, College of Engineering and Architecture of Friboug, Fribourg, Switzerland, O. Vassart, ArcelorMittal Commercial Sections, Esch-sur-Alzette, Luxembourg, N. Boissonnade, College of Engineering and Architecture of Fribourg, Fribourg, Switzerland
Assessment of Buckling Stability of Elasctically-Braced Castellated Beams
Hossein Showkati, Urmia University, Iran, Tohid Ghanbari Ghazijahani, Islamic Azad University, Iran, Amir Noori, Bu-Ali Sina University, Iran, Tadeh Zirakian, University of California, Los Angeles, CA
Instabilities of Cellular Members Loaded in Bending or Compression
D. Sonck, Ghent University, Zwijnaarde, Belgium, N. Boissonnade, College of Engineering and Architecture of Fribourg, Fribourg, Switzerland, R. Van Impe, Ghent University, Zwijnaarde, Belgium
Ultimate Capacity of Slender Section Beam-Columns with Corrugated Webs
M. El Aghoury, Sherif A. Ibrahim, Ain Shams University, Cairo, Egypt, M.M. Nader, Senior Structural Engineer, Cairo, Egypt
Session 9 - Beedle Presentation Session
Beedle Award Winner Presentation: Experimental Studies of Stability: Have we solved the problem?
P. Birkemoe, University of Toronto, Toronto, ON, Canada
Experimental Study of Residual Stresses in Thick Steel Plates
R. Thiebaud, J.P. Lebet, Ecole Polytechnique Federale de Lausanne, Lausanne, Switzerland
Simulation of Geometric Imperfections in Cold-Formed Steel Members*
V.M. Zeinoddini, B.W. Schafer, Johns Hopkins University, Baltimore, MD
Session 10 - HSS and Panel Stability
Effect of Width-Thickness and Depth-Thickness on the Cyclic Flexural Buckling Behavior of Hollow Structural Sections
Matthew Fadden, Jason McCormick, University of Michigan, Ann Arbor, MI
Local Buckling Strength of Steel Foam Sandwich Panels
S. Szyniszewski, Johns Hopkins University, Baltimore, MD, B.H. Smith, University of Massachusetts Amherst, Amherst, MA, J.F. Hajjar, Northeastern University, Boston, MA, S.R. Arwade, University of Massachusetts Amherst, Amherst, MA, B.W. Schafer, Johns Hopkins University, Baltimore, MD
Material Characterization and Microstructural Simulation of Hollow Sphere Steel Foam
B.H. Smith, University of Massachusetts – Amherst, Amherst, MA, S. Szyniszewski, Johns Hopkins University, Baltimore, MD, J.F. Hajjar, Northeastern
Session 11- Plate Girders
New Shear Design Criteria for Plate Girders
Sung C. Lee, Doo S. Lee, Dongguk University, Seoul, Korea, Chai H. Yoo, Auburn University, Auburn, AL
Moment-Shear Interaction in Plate Girders
Sung C. Lee, Doo S. Lee, Dongguk University, Seoul, Korea, Chai H. Yoo, Auburn University, Auburn, AL
Moment-Shear Interaction of Longitudinally Stiffened Girders
Darko Beg, Franc Sinur, University of Ljubljana, Ljubljana, Slovenia
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