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| SESSION
1A: |
Session
Chair: Gerard Fox, Consultant Engineer |
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| Cable-Supported
Bridges I |
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Theory
and Full-bridge Modeling of the Wind Response of
Cable-supported Bridges, N. Jones and R. Scanlan, Johns Hopkins University |
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Reliability-based
Assessment of Suspension Bridges: Application to the Innoshima Bridge,
K. Imai, Honshu Shikoku Bridge Authority, Kobe, Japan; & D. Frangopol,
Univ. of Colorado |
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The
Design and Behavior of Stay Cables, K. Shawwaf, DSI International
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| SESSION
1B: |
Session
Chair: John Kulicki, President and Chief Engineer, Modjeski and Masters
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| Bridge
Analysis & Design |
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Live
Load Distribution for Steel Girder Bridges - J. Eom and A.S. Nowak,
Univ. of Michigan |
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Design
Considerations for Airport Bridge - B. Moulds, HNTB Corp. |
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Dynamic
Analysis of Steel Curved Box Girder Bridges - D. Huang, Florida Dept.
of Transportation
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| SESSION
2A: |
Session
Chair: Harry A. Capers, Jr. Manager, Structural Engineering (State
Bridge Engineer) - New Jersey Dept. of Transportation |
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| Bridge
Foundations & Geotechnical Issues |
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Evaluation
of Site Factors for Bridge Seismic Design in New York City Area -
S. Nikolaou, P. Edinger, Mueser Rutledge; G. Mylonakis, The City College
of New York |
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Frequency
Domain Analysis of Long-span Bridges to Non-uniform Seismic Motion
- M. Ettouney, A. Hapij and R. Gajer, Weidlinger Associates |
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Simplified
Modeling of Bridge Response on Soft Soil to Non-uniform Seismic Excitation
- G. Mylonakis, The City College of New York; D. Papastamatiou,
J. Psycharis, National Technological Univ., Athens, Greece; and K.
Mahmoud, Hardesty & Hanover |
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| SESSION
2B: |
Session
Chair: Bojidar Yanev, Director of Bridge Management, New York City
Dept. of Transportation |
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| Examples
from Worldwide Bridge Experience |
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Assessment
of Cable Maintenance Technologies for Honshu-Shikoku Bridges - M.
Kitagawa, S. Suzuki and M. Okuda, Honshu-Shikoku Bridge Authority,
Kobe, Japan |
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Multi-span
Cable-stayed Bridges - M. Virlogeux, Consultant Engineer |
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Superlong
Span Bridges - What is the Limit? - M. Tang, T.Y. Lin International |
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| SESSION
3A: |
Session
Chair: Ayaz Malik, Project Manager, New York State Dept. of Transportation |
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| Seismic
Design and Retrofit I |
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Use
of Isolation for Seismic Retrofitting of Bridges
R. Imbsen, Imbsen & Associates
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Seismic
and Structural Engineering of a Curved Cable-stayed Bridge
A. Astaneh-Asl and G. Black, Univ. of California, Berkeley
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BART
SFO Extension Aerial Guideways: Controlling and Minimizing Seismic
Damage
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| SESSION
3B: |
Session
Chair: Francis Lombardi, Chief Engineer, Port Authority of New York
& New Jersey |
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| Design-Build
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Design-Build:
A Cultural Transition - F. Lombardi, Port Authority of New York &
New Jersey |
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Design-Build:
A Contractor's Viewpoint - J. Kolaya, Yonkers Contracting Company
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The
Evolution of Design-Build Project Delivery, An Engineer's Perspective
- D. Graul, URS Corp. |
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| SESSION
4A: |
Session
Chair: John Fisher, The Joseph T. Stuart Professor of Civil Engineering,
Lehigh University |
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| Fatigue,
Brittle Fracture and Stress Corrosion |
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Response
and Analysis of Steel Trusses for Fatigue Truck Loading - H. O'Connell
and R. Dexter, Univ. of Minnesota |
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Bending
Fatigue of Cable Stays - K. H. Frank, S. L. Wood, J. Dowd, M. Poser
and E. Williamson, Univ. of Texas, Austin |
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Cracking
and Fracture of Suspension Bridge Cable Wire - R. M. Mayrbaurl and
S. Camo, Weidlinger Associates |
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| SESSION
5A: |
Session
Chair: Gerard Fox, Consultant Engineer |
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| Cable-supported
Bridges II |
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Control
of Seismically Excited Cable-stayed Bridges using Semi-active Stiffness
Dampers - W. L. He, A. Agrawal, The City College of New York and
K. Mahmoud, Hardesty & Hanover |
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Evaluation
of Viscous Dampers for Stay-cable Vibration Mitigation - J. Main and
N. Jones, Johns Hopkins Univ. |
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London
Millennium Bridge: Pedestrian-induced Lateral Vibration - P. Dallard,
T. Fitzpatrick, A. Flint, A. Low, R. Ridsdill Smith, M. Willford and
M. Roche, Arup |
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| SESSION
5B: |
Session
Chair: Steven Stroh, Vice President, URS Corp. |
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| Performance
of Existing Segmental Bridges |
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Durability
of Segmental Concrete Bridges - M. Miller, Consultant Engineer |
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Performance
of Segmental and Cable Stayed Bridges in Europe - A. Moreton, Corven
Engineering Inc. |
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Live
Load Tests of the San Antonio "Y" - C. Roberts-Wollmann,
Virginia Polytechnic Institute; J. Breen and M. Kreger, Univ. of Texas,
Austin |
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| SESSION
6A: |
Session
Chair: James Cooper, Director of Bridge Technology, Federal Highway
Administration |
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| Seismic
Design and Retrofit II |
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Seismic
Performance of an RC Bridge Column under Repeated Ground Motions -
S. Park, W. Yen, J. Cooper and J. O'Fallon, Federal Highway Administration
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Probabilistic
Seismic Demand Model for California Highway Bridges- K. Mackie, and
B. Stojadinovic, Univ. of California, Berkeley |
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Dynamic
Response of Half-through Steel Arch Bridge Using Fiber Model - T.
Nonaka and A. Ali, Yamato Engineering, Tokyo, Japan |
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| SESSION
6B: |
Session
Chair: Joseph Englot, Chief Structural Engineer, Port Authority
of New York and New Jersey
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| Historic
and Signature Bridges |
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Bear
Mountain Bridge Main Cable Rehabilitation -W. Moreau, New York State
Bridge Authority; and J. Barbas, Parsons Transportation Group |
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The
Design of Charles River Cable-stayed Bridge - R. McCabe, T. Kumarasena
and T. Zoli, HNTB Corp. |
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Chinese
Contribution to Bridge Engineering and the Origin of the Suspension
Bridge
B. Altabba, HNTB Corp.
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Why
is a Floating Swing Arch Bridge Built in the Port of Osaka? - E.
Watanabe, Kyoto University; T. Maruyama, Y. Kawamura, Public Work
Bureau, Osaka Municipal Government; and H. Tanaka, Hitachi Zosen
Corp.
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| SESSION
7A: |
Session
Chair: Andrew Herrmann, Partner Hardesty & Hanover |
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| Bridge
Performance and Rehabilitation |
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New
York City Bridge Rehabilitation Program
H. Perahia, New York City Dept. of Transportation |
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Strengthening
of a Steel Bridge Girder using CFRP Plates
T. C. Miller, Martin & Peltyn, Inc.; M. J. Chajes, D. R. Mertz
and J. N. Hastings,
University of Delaware |
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Bridge
Lifetime System Reliability under Multiple Limit States
A.C. Estes, U.S. Military Academy; and D.M. Frangopol, Univ. of Colorado |
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Design,
Specification, Installation and Maintenance of Modular
Bridge Expansion Joint Systems
R. Dexter, Univ. of Minnesota; C. Osberg, HNTB Corp.; and M. Mutziger,
TKDA
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| SESSION
7B: |
Session
Chair: Barry Silberfarb, Mgr., Structural Engineering, MTA Bridges
and Tunnels |
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| Open
Session |
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Bridge
Bearing Deficiencies from the 2001 Nisqually Earthquake
R. Dornsife and J. Van Lund, Washington State Dept. of Transportation |
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Designing
an 1800 Meter Long Bridge for 50 Meters of Scour,
the Paksey Bridge Over the River Ganges
M. Abrahams, J. Tse and J. Bryson, Parsons Brinckeroff |
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The
1999 Turkish Earthquake: Post Earthquake Investigation of Structures
on the Trans-European Motorway
H. Ghasemi, J. Cooper and W. Yen, Federal Highway Administration |
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The
Rion-Antirion Bridge Design and Construction
J. Teyssandier, Gefyra S. A., Athens, Greece
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