 |
|
The 2010 SSRC Annual
Stability Conference was held May 11-14, 2011 in Pittsburgh, Pennsylvania. This conference was held in conjunction with AISC's
North American Steel Construction Conference and ASCE's Structures Congress. This flash drive contains papers covering reports of current research
activities germane to the various SSRC task groups and task
reporters.
MEMBERS: $45.00
NON-MEMBERS $50.00
Order
Now!
Contents
Session 1 – Stability during Construction
Stability of Curved Steel I-Girder Bridges during Construction
T. A. Sanchez, D.W. White, Georgia Institute of Technology, Atlanta, GA, USA
Beam Deflections and Stresses during Lifting
R.H. Plaut, C.D.Moen, R. Cojocaru, Virginia Tech, Blacksburg, VA, USA
Session 2 - Bridge Stability and Bracing
Comparison of Cross Frame Strength and Stiffness for Steel Bridge Systems using Angle and Tube-Shaped Members
A.D. Battistini, W.H. Wang, T.A. Helwig, M.D. Engelhardt, University of Texas at Austin, Austin, TX, USA, K. H. Frank, Hirschfeld Industries, Austin, TX, USA
Staggered Bracing Layout in Skewed Steel Bridges
W.H. Wang, A.D. Battistini, T.A. Helwig, M.D. Engelhardt, University of Texas at Austin, Austin, TX, USA, K.H. Frank, Hirschfeld Industries, Austin, TX, USA
Buckling Strength of Tapered Bridge Girders under Shear and Bending
M. Abu-Hamd, Cairo University, Giza, Egypt, Iman Abu-Hamd, Housing and Building National Research Center, Egypt, Giza, Egypt
Session 3 - Thin-walled Steel Behavior and Design
Elastic Buckling Simplified Methods for Cold-Formed Columns and Beams with Edge-Stiffened Holes
C.N. Grey, C.D. Moen, Virginia Tech, Blacksburg, VA, USA
Simplified Methods for Determining the Critical Elastic Distortional Buckling Load of Thin-Walled Cold-Formed Steel Sections
K. Law, University of North Texas, Denton, TX, USA, Y. Zhao, Beijing University of Technology, Beijing, China, C. Yu, University of North Texas, Denton, TX, USA, W. Yan, Beijing University of Technology, Beijing, China
DSM Design of Cold-Formed Steel Columns against Distortional Failure: Numerical Investigation on the Influence of the Cross-Section Geometry and Support Conditions
A. Landesmann, Federal University of Rio de Janeiro, Rio de Janeiro, Brazil, D. Camotim, Technical University of Lisbon, Lisbon, Portugal
Session 4 - Stability Analysis
The Natural Period as an Indicator of Second-Order Effects
D.E. Statler, R.D. Ziemian, Bucknell University, Lewisburg, PA, USA, L.E. Robertson, Leslie E. Robertson Associates, New York, NY, USA
On the Incorporation of Load Application Effects in the GBT Buckling Analysis of Thin-Walled Steel Beams and Frames
C. Basaglia, D. Camotim, Technical University of Lisbon, Lisbon, Portugal
Modal Identification in Nonlinear Collapse Analysis of Thin-Walled Members
Z. Li, Johns Hopkins University, Baltimore, MD, USA, A.L. Joo, S. Adany, Budapest University of Technology and Economics, Budapest, Hungary, B.W. Schafer, Johns Hopkins University, Baltimore, MD, USA
Session 5 - Stability under Fire Demands
Performance of Steel Angle Connections at Elevated Temperatures
P. Pakala, V. Kodur, M. Dwaikat, Michigan State Universitiy, East Lansing, MI, USA
Closed-Form Characterization of Fundamental Section Response of Steel Columns Subjected to Realistic Fire Loading
J. Walz, A.E. Surovek, South Dakota School of Mines and Technology, SD, USA, A. Argwal, L. Choe, A. Varma, Purdue University, West Lafayette, IN, USA
Session 6 - Stability under Seismic Demands
Effects of Stiffeners on Steel Panel and Boundary Elements of Steel Plate Shear Wall System
T. Zou, Q. Zhao, University of Tennessee, Knoxville, TN, USA
Cyclic Elastoplastic Analysis and Ductility Evaluation of Steel Braces
I.H.P. Mamaghani, University of North Dakota, Grand Forks, ND, USA
Session 7 - Frame Stability
In-Plane Stability Considerations of Column Braced Steel Frames
A.H. Salem, A.A. Elserwi, F.F.F. El Dib, Ain Shams University, Cairo, Egypt
Improved Joist Girder Moment Frame Design using Equivalent Beam Theory
P.A. Knodel, A.E. Surovek, South Dakota School of Mines and Technology, Rapid City, SD, USA, J.J. Pote, New Millenium Building Systems, Hope, AR, USA
Session 8 - Thin-walled Steel Member Stability
Stability of Cylindrical Steel Panels under Uniform Axial Compression
K.L. Tran, Paris-Est University, France, L. Davaine , SNCF, St. Denis, France
Behavior and Design of Cold-Formed Steel Lipped and Plain Angles
Y. Shifferaw, B.W. Schafer, Johns Hopkins University, Baltimore, MD, USA
Buckling, Post-Buckling Behavior and Strength of Cruciform Columns
P.B. Dinis, D. Camotim, ICIST/IST, Technical University of Lisbon, Lisbon, Portugal
Session 9 - Beedle Presentation Session
Beedle Award Winner Presentation: Wagner’s Beam Cycle
N.S. Trahair, University of Sydney, Sydney, NSW, Australia
Flange Bracing Requirements for Stability of Metal Building Systems
C.D. Bishop, D.W. White, Georgia Institute of Technology, Atlanta, GA, USA, A. Sharma, Skidmore Owings and Merrill, Chicago, IL, USA, Y.D. Kim, Georgia Institute of Technology, Atlanta, GA, USA
Session 10 - Girder and Truss Stability
Predicting Girder End Twist in Skewed Straight Steel Girder Bridges
Craig Quadrato, United State Military Academy, West Point, West Point, NY, USA, Weih Wang, Michael Engelhardt, Todd Helwig, University of Texas at Austin, Austin, TX, USA, Karl Frank, Hirschfeld Industries, Austin, TX, USA
Buckling Behavior of Steel Truss with Torsional Bracing
Rangsan Wongjeeraphat, Todd A. Helwig, University of Texas at Austin, Austin, TX, USA
Session 11- Member Stability
Elastic-plastic Behavior of Semi-Compact Steel Cross-Sections
N. Boissonnade, College of Engineering and Architecture of Fribourg, Fribourg, Switzerland, J.P. Jaspart, University of Liege, Liege, Belgium, M. Kettler, A. Lechner,Graz University of Technology, Graz, Austria
Towards a Strain Energy Based Strength Prediction for Locally Slender Structural Steel Columns
M. Seif, B.W. Schafer, Johns Hopkins University, Baltimore, MD, USA
Cyclic Testing of Steel I-Beams with GFRP
O.O. Egilmez, D. Yormaz, Izmir Inst. of Technology, Izmir, Turkey
SSRC Annual Meeting Technical Presentations, Session 1
Cyclic Behavior and Ductility Evaluation of Thin-Walled Stiffened Steel Box Columns
Iraj H.P. Mamaghani, Navid Nemati, Ersoz Erdogan, University of North Dakota, Grand Forks, ND, USA
Modeling Elastic and Inelastic, Critical- and Post-Buckling Behavior of Bracing Members
Swaminathan Krishnan, California Institute of Technology, Pasadena, CA, USA
SSRC Annual Meeting Technical Presentations, Session 2
Parameters for the Optimal Section Design of Steel Cold-Formed Channel in Bending
Zacaria M. Chamberlain Pravia, Moacir Kripka, Rodrigo Bordignon, University of Passo Fundo, Passo Fundo, Brazil
Impact of Cross-Section Stability on Cold-Formed Steel Member Stiffness and Ductility
Deniz Ayhan, Benjamin W. Schafer, Johns Hopkins University, Baltimore, MD, USA
|
|
