Bridge protection systems

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Bridge protection systems prevent ship collision damage to a bridge by either deflecting an aberrant ship from striking the piers of a bridge, or sustaining and absorbing the impact. [1]

Contents

History

Protecting bridges against ship collisions got attention of architects and regulators in the last third of the 20th century due to a marked increase in the frequency of collision accidents: worldwide, 30 major bridges collapsed in the 1960-1998 timeframe after being rammed by ships or barges, 321 persons were killed. The rate of smaller accidents is much higher: there were 811 serious accidents that did not cause a collapse just in the United States between 1970 and 1974, with 14 persons killed. Minor collisions are routine: the US Coast Guard gets 35 reports per day. [2]

In the US, the turning point was the collapse of the Sunshine Skyway Bridge in 1980. Since then, [2]

Designs

There are several types of bridge protection systems used: [7]

Pile-supported fender system on the (swing) James P. Houlihan Memorial Bridge James P. Houlihan Memorial Bridge swing span turned open (2012).jpg
Pile-supported fender system on the (swing) James P. Houlihan Memorial Bridge
Dolphins and artificial islands surrounding piers of the new (farthest) Sunshine Skyway Bridge. Note the collapsed spans of the old (nearest) bridge Skyway Bridge old and new.jpg
Dolphins and artificial islands surrounding piers of the new (farthest) Sunshine Skyway Bridge. Note the collapsed spans of the old (nearest) bridge

Alternatives

Physical bridge protection systems designed to prevent catastrophic collisions are expensive and represent a "significant" share of overall construction costs. Therefore, alternatives are typically considered during the design phase: [10]

Regulations

Highway designs in the US are subject to the AASHTO specifications, [4] [6] but the text does not contain specific procedures and recommendations. [2] Railway bridges are built according to the "Manual for Railway Engineering" [12] published by the American Railway Engineering and Maintenance-of-Way Association (AREMA). [8]

In Australia, the subject is covered in the Australian standard AS 5100.2:2017, "Bridge design, Part 2: Design loads".

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References

  1. Knott & Prucz 2000, 60.2.5.
  2. 1 2 3 Knott & Prucz 2000, 60.1.1.
  3. National Research Council, Ship Collisions with Bridges — The Nature of the Accidents, Their Prevention and Mitigation, National Academy Press, Washington, D.C., 1983
  4. 1 2 AASHTO, Guide Specification and Commentary for Vessel Collision Design of Highway Bridges. American Association of State Highway and Transportation Officials, Washington, D.C., 1991.
  5. IABSE (1993). Ship Collision with Bridges: The Interaction Between Vessel Traffic and Bridge Structures. Structural engineering documents. International Association for Bridge and Structural Engineering. ISBN   978-3-85748-079-9 . Retrieved 2024-03-30.
  6. 1 2 AASHTO, LRFD Bridge Design Specifications and Commentary, American Association of State Highway and Transportation Officials, Washington, D.C., 1994.
  7. Wuttrich et al. 2001, p. 17.
  8. 1 2 3 4 5 6 Knott & Prucz 2000, 60.8.1.
  9. "Parts of a bridge and gloss". scotlandsoldestbridges.co.uk. Retrieved 29 March 2024.
  10. Knott & Prucz 2000, 60.8.
  11. Knott & Prucz 2000, 60.8.2.
  12. AREMA, Manual for Railway Engineering, Chapter 8, Part 23, American Railway Engineering Association, Washington, D.C., 1999.

Sources