| D1 |
3D Modeling Solutions for Complex Structures |
John G. Shaw, Mountain Enterprises, Sharpsburg, MD |
| D2 |
Specifying and Detailing Hot-Dip Galvanizing |
Dan Hubbell, Frank Gerace, Hubbell Galvanizing, New York Mills, NY |
| D4 |
Detailing for Steel and Precast Structures |
Robert Beauchamp, Datadraft; Ted Hazledine, Benchmark Fabricated Steel; Gary Hoosier, Hoosier Precast, Inc.; Joel Hicks, Structural Tech |
| D5 |
The Detailers Role in a Design Build Project |
Doug Fitzpatrick, Fitzpatrick Engineering Group, Cornelius, NC |
| D6 |
Risk Management for Detailers |
Leonard Ross, NISD |
| D7 |
How to Handle Projects with Multiple Detailers |
Jean Thibodeau, Technyx, Boucherville, Quebec |
| D8 |
Proactive Sucession Planning Issues for Detailing Companies |
Terry Devine, M & D Drafting, Edmonton, Alberta; Joel Hicks, NISD |
| D9 |
Practical Erection Details |
Robert Beachamp, NISD; Duff Zimmerman, Cooper Steel, Shelbyville, TN |
| D10 |
Detailing and Fabricating High Seismic - 2005 AISC Seismic Provisions for Structural Steel Buildings |
Tom Ferrell, Ferrell Engineering, Birmingham AL; Tony Hazel, Ferrell Engineering, Columbia, SC |
| D11 |
The Advanced Bill of Materials as a Contract Deliverable |
Rob Schoen, Axis Steel Detailing, Phoenix, AZ Eric Kitzman , Schuff Steel Company, Phoenix, AZ |
| D12 |
BIM for Low-Rise Steel Projects |
Rob Schoen, Axis Steel Detailing, Orem, UT; Eric Kitzman , Schuff Steel Company, Phoenix, AZ |
| D13 |
3D Software and Complex Hip and Valley Roof Systems |
Brian Cobb, Structural Detailing, Brentwood, TN |
| D14 |
Applied Interoperability - Complex Structures on the Critical Path - Getting Dimensions: Will 3D Modeling Help? |
Darren Hartmen, Thornton Tomasetti, Kansas City, MO; Donald Beck, Jr., Thornton Tomasetti, Kansas City, MO |
| E1 |
Got Stiffness? - An Enjoyable Analytical Investigation of Lateral Force Resisting Base Plates |
Barry Arnold, ARW Engineers, Ogden, UT |
| E2 |
The SJI Composite Steel Joist Catalog First Edition 2007 for Use by The Design Professional |
David Samuelson, Nucor Research and Development, Norfolk, NE.; Perry Green, Steel Joist Institute, Myrtle Beach, SC |
| E3 |
Green Design: Going Beyond Material Issues |
Mark Gorgolewski, Ryerson University, Toronto |
| E4 |
Cool Castings and Green Ideas from Europe |
Alain Nussbaumer, Swiss Federal Institute of Technology, Lausanne, Switzerland |
| E5-R |
Non-Destructive Examination and Special Inspection of Seismic Welding |
Mike Mayes, Mayes Testing Engineers, Lynnwood, WA |
| E6 |
Development and Testing of Long Span Floor Systems for Multistory Residential Steel Construction |
Amit Varma, Purdue University; Devin Huber, Purdue University |
| E7 |
Should the Structural Engineer or the Fabricator Design Structural Steel Connections? |
Edward Pence, Stroud Pence & Associates, Richmond, VA.; Gary P. TenEyck, UBSE, Richardson TX; Arthur Johnson, KPFF Consulting Engineers, Seattle, WA |
| E8 |
Seismic Design Drawing Requirements - Seismic Provisions for Structural Steel Buildings |
Larry Kloiber, LeJeune Steel, Minneapolis, MN.; Larry Muir, Cives Engineering Company, Roswell, GA |
| E9 |
Designing Low-Cost Steel Structures |
John Rolfes, Computerized Structural Design, Milwaukee, WI; Jay Ruby, Ruby + Associates, Inc., Farmington, MI |
| E11 |
Basic Principals and Recent Developments in Steel Deck Diaphragm Design |
Sam Easterling, Virginia Tech, Blacksburg, VA; Colin Rogers, McGill University, Montreal |
| E12-R |
An Introduction to Earthquake Engineering and Seismic Codes - Part 1: Basic Concepts in Ductile Detailing |
Michael Engelhardt, University of Texas, Austin, TX |
| E14 |
Design Tips for Steel in Low or Moderate Seismic Regions |
Dominic Kelly, Simpson Gumpertz & Heger; Joseph Zona, Simpson Gumpertz & Heger |
| E16-R |
Effects of Post-Tensioned Concrete Slabs on Composite Steel Beams |
Kent Harries, University of Pittsburgh, PA |
| E17 |
Engineering Ethics: You Be The Judge |
Arthur Schwartz, National Society of Professional Engineers |
| E18 |
Steel Solutions for Low-Floor-to-Floor Multi-Story Residential Housing |
Daniel Fisher, Girder-Slab Technologies; William Kussro, Giffels Inc., Fenton, MI.; William Mignogna, O'Donnel Naccarato Mignogna & Jackson, West Palm Beach, FL; |
| E19 |
Rules of Thumb for Steel Design |
Socrates Ioannides, Structural Affiliates International, Nashville, TN |
| E20 |
Quality Assurance for Structural Engineering Firms - Tips, Techniques, and Strategies |
Cliff Schwinger, The Harman Group, King of Prussia, PA |
| E21 |
AISC Certification: Considerations for Special and Not-So-Special Inspection |
Keith Landwehr, Schuff Steel Company, Chandler, AZ; Kurt Gustafson, AISC; Brian Miller, AISC |
| E22 |
Characteristics of Robust Structures |
Christopher Foley, Marquette University, Milwaukee; WI |
| E23-R |
Effective IT Strategies and Policies to Improve Your Bottom Line |
Shani Karasanti, DeSimone Consulting Engineers; Vincent Ferrara, DeSimone Consulting Engineers, New York, NY |
| E24 |
Design of Lateral Load Resisting Frames Using Steel Joists and Joist Girders |
James Fisher, CSD, Milwaukee, WI |
| F1 |
Simplifying Documentation - Creative Procedures |
Dan Kaufman, QMC, Chicago, IL; Pat Thomashefsky, QMC, Sewell, NJ |
| F2 |
Greening the Shop |
Christian de Serres, SNC-Lavalin, Montreal |
| F3 |
Constructability and Teamwork |
David Ruby, Ruby & Associates, Farmington Hills, MI. |
| F4 |
Procedures and Processes to Manage CNC Data |
Roy Karnes, Trinity Steel Fabricators, Trinity, TX |
| F5 |
Around the Bend: What you need to know about STEEL BENDING |
Barry Feldman, Kottler Metal Products, Willoughby, OH |
| F6 |
Business Valuation for Fabricators - How Much is Your Business Worth and What Factors Affect the Value of Your Business? |
Thomas J. Noon, Industry Insights, Columbus, OH |
| F7 |
Using Cold Formed Steel Members - Where do I Begin? |
Roger LaBoube, University of Missouri, Rolla; Brian Jaks, MBCI |
| F8 |
New Technology for Fabrication |
Chris Lohr, Fanuc Robotics; Chris Keyack, Tekla; Amy McCann, Fabtrol; John Holland, Peddinghaus; Adrian Morral, Voortman. |
| F9 |
SSPC Surface Preparation Standards - Shop Painting of Structual Steel |
Bill Shoup, SSPC; Andrew Smith, International Paints; Todd Alwood, AISC |
| F10 |
Recruiting and Retention |
Ron Peppe, Canam Steel Corporation, Point of Rocks, MD, and Todd Laduron, Schuff International |
| F11 |
Decreasing Your Insurance and Bonding Costs |
Gary Harshbarger, Gunn-Mowery, Lemoyne, PA |
| F12 |
A Discussion of Elements Impacting the Fabrication Schedule at Waiward |
Jim Kanerva, Waiward Steel Fabricators |
| F14 |
Construction Contracts: Who's the Fairest of Them all? AIA vs. ConsensusDOCS |
Matthew Gillies, Stites & Harbison; Anne Gorham, Stites & Harbison |
| P1 |
Simple Shear Connections - between wide-flange beams and HSS columns |
Don Sherman, University of Wisconsin, Milwaukee, WI |
| P2 |
Technology Based Hybrid Classes for Structural Steel Classes |
Stanley Lindsey, Georgia Institute of Technology, Savannah, GA |
| P3 |
New Developments in Earthquake Engineering of Steel and Composite Buildings |
Jerome Hajjar, University of Illinois, Urbana-Champaign, IL |
| P5 |
Seismic Design of Ductile Special Concentrically Braced Frames |
Constantin Christopoulos, University of Toronto; Jeffrey Packer, University of Toronto |
| P6 |
Five Useful Stability Concepts |
Joseph Yura, University of Texas, Austin, TX |
| P7 |
Partially Restrained and Flexible Moment Connections |
Louis Geschwindner, Penn State, University Park, PA |
| R1 |
AISC Certification: New Directions and Continual Improvement |
Ted Sheppard, The DuRoss Group, Strongsville, OH; Louis Triandafilou, FHWA, Baltimore, MD |
| R3 |
Roof Erection Engineering - Dallas Cowboys Stadium |
Mark Waggoner, Walter P. Moore & Associates, Austin, TX; Bart Riberich, Uni-Systems, Minneapolis, MN; Steve Richardson, W & W Steel Company, Oklahoma City, OK; Adam Younkin, Derr Steel Erection, Euless, TX; Jim Kennedy, Derr Steel Erection, Euless, TX |
| R4 |
Lucas Oil Stadium - Roof Erection Engineering |
Mark Waggoner, Walter P. Moore & Associates, Austin, TX; Bart Riberich, Uni-Systems, Minneapolis; Rick Kayser, Hillsdale Fabricators, St. Louis, MO; Jim Kennedy, Derr Steel Erection, Euless, TX |
| R5 |
The Border Forecast: An Outlook on Immigration |
Patrick Cont, Sturm & Cont, Spartanburg, SC |
| R6 |
Risk Tansfer: Surviving the Circling Sharks |
R. Russell O'Rourke, O'Rourke & Associates Co., Cleveland, OH |
| R7 |
Teamwork |
David Douglas, CMC South Carolina Steel, Greenville, SC; Eddie Williams, Buckner Companies, Graham, NC |
| R8 |
Marketing for Erectors: A Call for Professionalism |
Eddie Williams, FabArc Steel; Buzz James, Bovis Lend Lease; Duff Zimmerman, Cooper Steel |
| S1-1 |
Welcome and Overview of the Structural Stability Research Council |
Sam Easterling, Virginia Tech, Blacksburg, VA |
| S1-2 |
Imperfection sensitivity and reliability predictions using simple bar-spring models for stability |
V.M Zeinoddini, L.L. Graham-Brady, B.W. Schafer, Johns Hopkins University |
| S2-1 |
Performance-Based Methodology for Fire Resistant Design of CFHSS Columns |
Rustin Fike, Venkatesh Kodur, Michigan State University |
| S2-2 |
Performance-Based Analysis of Composite Steel-Concrete Structures Under Fire Conditions |
Alexandre Landesmann, Daniel Lemos, Mouco Eduardo de Miranda Batista, Federal University of Rio de Janeiro, Brazil |
| S3-1 |
An assessment of the level of lateral flange bending in skewed and curved girder bridges due to concrete placement |
Nohemy Galindez, West Virginia University |
| S3-2 |
Earthquake Limit States for Curved Steel Bridges |
Junwon See, Daniel Linzell, Penn State University |
| S3-3 |
Shear Strength of Hozizontally Curved Composite I-Girders |
N. E. Shanmugam, M. A. Basher, A. R. Khalim, National University of Malaysia |
| S4-1 |
Comparison of design methods for locally slender steel columns |
B. W. Schefer, M. Seif, Johns Hopkins University |
| S4-3 |
Lateral Torsional Buckling Strength of Prismatic and Web-tapered Beams |
Yoon Duk Kim, Donald White, Georgia Institute of Technology |
| S5-1 |
Flange Anchoring Mechanism Developed in Plate Girders under Shear |
Sung C. Lee, D. S. Lee, C. S. Park, Dongguk University, Korea; Chai H. Yoo, Auburn University |
| S5-2 |
Lateral Torsional Buckling of Channel Sections Loaded in Bending |
Dagowin la Poutré, Bernard Engineers, Hall in Tirol, Austria |
| S6-1 |
Flextural Stiffness Limits for Frame Members of Steel Plate Shear Wall Systems |
Mehdi Dastfan, Dr. Robert G. Driver, University of Alberta, Edmonton, Canada |
| S6-2 |
A Unique Buckling Mode for Cold-formed Steel Framed Shear Wall with Sheet Steel Sheathing |
Cheng Yu, University of North Texas, Denton, TX |
| S7-1 |
GBT-Based Post-Buckling Analysis of Thin-walled Steel Members and Frames |
C. Basaglia, D. Camotim, N. Silvestre, IST-Technical University of Lisbon, Portugal |
| S7-2 |
Inelastic Behavior of Thin Steel Plates Subjected to Cyclic Compression and Tension |
Iraj Mamaghani, University of North Dakota |
| S8-1 |
Accounting for Residual Stress in the Seismic Stability of Nonlinear Beam-Column Elements with Cross-Section Fiber Discretization |
Charles-Philippe Lamarche, Robert Tremblay, École Polytechnique, Motreal |
| S8-2 |
A New 3-D Co-Rotational Beam-Column Element |
Bulent N. Alemdar, Structural Systems Group, San Diego, CA; Donald White, Georgia Institute of Technology, Atlanta, GA |
| S8-3 |
On the Inelastic Strength of Beam-Columns Under Biaxial Bending |
Ronald D. Ziemian, Dong-Woo Seo, William McGuire |
| S9-1 |
2008 SSRC Beedle Presentation - The History and Status of HSS Stability Design in North America |
Don Sherman, University of Wisconsin, Milwaukee, WI |
| S9-2 |
System Buckling of I-shaped Girders |
Todd Helwig, University of Texas; Joe Yura, University of Texas; Reagan Herman, Johns Hopkins University; Chong Zhou, University of Houston |
| S10-1 |
Post-Buckling Behavior of Cold-Formed Steel Lipped Channel Columns Affected by Distortional/ Global Mode Interaction |
P. B. Dinis D. Camotim, IST Technical University of Lisbon, Portugal |
| S10-2 |
Experimental Study of Open Web Steel Joists with Crimped Critical Web Members |
Perry S. Green, SJI |
| X1 |
The Steel Design Specification: A Designer's Perspective |
Kurt Swensson, KSI Structural Engineers, Atlanta, GA |
| X2 |
Simple--But No Simpler |
Ronald O. Hamburger, Simpson Gumpertz & Heger Consulting Engineers, Belmont, CA |
| X3 |
Designing with Damping |
Robert McNamara, McNamara/Salvia, Boston, MA |
| X4 |
Important Lessons They Didn't Teach Me At College (or at least I don't think they did) |
Duane Miller, The Lincoln Electric Company, Cleveland, OH |
| X5 |
Wind versus Seismic -- Which Controls? |
Lawrence Griffis, Walter P. Moore, Austin, TX |
| K2 |
Buckling-Restrained Braced Frames |
Walterio A. Lopez, Rutherford & Chekene; Rafeal Sabelli, Walter P. Moore |