Presentation Title |
Author(s) |
Behavior and Analysis of Curved and Skewed Steel Girder Bridges |
John Yadlosky, PE; Domenic Coletti, PE |
Constructibility Issues in Orthotropic Steel Bridge Deck Bridges
|
David L. McQuaid; Ronald D. Medlock, PE |
Construction Engineering of the Hong Kong-Shenzhen Cable-Stayed Bridge |
Claudia Mibelli, PE; Austin Pan, PhD., PE; Mark Chen, PE, SE; Dennis Jang, PE |
Cost Effective Detailing of a Dead Load Simple Live Load Continuous Weathering Steel Girder Bridge In New Mexico |
Ted L. Barber, PE |
Dagu Bridge, Tianjin, China |
Man-Chung Tang, PE |
Design and Construction of the Hunt's Bay Bridge |
Christopher Hall, PE |
Design and Construction of the SR 836 Flyover Bridges |
Scott W. Dean, PE |
Design Method for Elastomeric Bearings for Steel Tub Girder Bridges |
Ronald D. Medlock, PE; Timothy E. Bradberry, M.SE, PE |
Design Optimization of Steel Box Girder Bridges |
Matt Preedy, PE; Yuhe Yang, PE, SE |
Design, Fabrication and Erection Issues for Long Span Steel Tied Arches |
Ernest H. Petzold, PE |
Design, Fabrication, and Construction of a Single Point Urban Interchange |
David Frey, PE |
Designing the 'Right' Bridge |
Kenneth J. Wright, PE |
Economical Steel Bridges for the Maryland Approach Roadways to the Woodrow Wilson Bridge |
Gary R. Miller, PE; Walter P Miller, PE; John W. Narer, PE; Robert J. Healy, PE |
Effects of Inconsistent Detailing in Horizontally Curved Steel I-Girder Bridges |
Brandon W. Chavel, EIT; Christopher J. Earls, PhD, PE |
Fast-Track Bridge Redecking Rt. 64 over Pomme de Terre Lake |
Frank Blakemore, PE; Bakul Desai, PE |
Impact Damage Repairs on the Johnson River Bridge |
Travis Arndt |
Implementation of Narrow Gap Improved Electroslag Welding for Bridges |
Heather Gilmer, PE |
Improvements to High Performance Steels |
Alexander Wilson |
Industry Standards for Shop Painting of Structural Bridge Steel |
Michael Damiano |
Innovative Designs of Composite Bridges in Spain |
Juan A. Sobrino, PhD |
Kansas City "Triangle" Urban Interchange Replacement |
Frank Blakemore, PE; Bakul Desai, PE |
Lateral Bracing of Steel Girders by Permanent Metal Deck Forms |
Nurullah Saglar; John Vogel, PE; Ozgur Egilmez; Todd Helwig, PhD, PE; Reagan Herman, PhD |
Lean-on Cross Frame Bracing for Steel Girders with Skewed Supports |
Ronald D. Medlock, PE; Michelle Romage, PE; Chong Zhou; Todd Helwig, PhD, PE; Reagan Herman, PhD; John Holt, PE |
Minnesota's Direct Steel Bidding Process |
Thomas E. Merritt, PE |
NE 8th Street Bridge - Roll-In Replacement |
Larry Kyle, PE; Joyce Lem, PE |
New Croton Dam Spillway Bridge |
William E. Nyman, PE |
Reconstruction of the Williamsburg Bridge |
Jay Patel, PE; Roger Haight, PE |
Signature Structure for the Woodrow Wilson Memorial Bridge |
Greg Shafer, PE; Nicholas Edwards, PE; Ahmad Khashan, PE |
Skewed Bridges and Girder Movements Due to Rotations and Differential Deflections |
Ronald D. Medlock, PE; Fred Beckmann |
Static and Dynamic Field Performance of Veteran's Memorial Curved Steel Box Girder Bridge |
Dongzhou Huang, PhD, PE |
Steel Bridge System With Continuity for Live Load Only and Utilizing 100ksi HPS |
Sam Fallaha, PE; Greg A. Kolle, PE; Atorod Azizinamini |
The New James Rumsey Bridge: Long-Span Steel Girder Bridge Erection over the Potomac River |
Jared G. Fasick, PE; Thomas G. Leech, PE, SE; Patrick F. Carnevale |
The New Tacoma Narrows Suspension Bridge |
Thomas Spoth, PE; Joseph M. Viola, PE; Seth H. Condell, PE |
The Next Generation Orthotropic Steel Deck Bridges |
Alfred R. Mangus, PE |
The True Goals of Bridge Aesthetics |
Frederick Gottmoeller, PE, RA |
Ultra-Durable Finishes for Zinc Primed Steel Bridges |
Tom Calzone |
US 189 Bridge over the Deer Creek Dam Spillway in Provo Canyon |
Joe Showers, PE; Dan Church, PE; Brendan Gill, PE |
Use of a Straddle Bent Pier with HPS Integral Cap |
Patricia Schwarz, PE; Norm McDonald, PE; Ahmad Abu-Hawash, PE; Louie Caparelli, PE |
Use of Non-Concentric Curved Girder Framing for Variable Width Bridges |
Michael B. Quirin, PE, SE |