论文信息 - Protection of bridge piers against ship collision

Protection of bridge piers against ship collision

This article outlines the development of pier protection against ship collision over the last 25 years. The calculation of impact forces is developed from general formulas for equivalent loads, based on collision tests, to numerical FEM simulations. Comparisons between the results are given. Examples of the structural protection of 18 bridges are described.

Holger Svensson | H. Svensson

[1] H Svensson,et al. THEORY OF SHIP COLLISION AGAINST BRIDGE PIERS , 1982 .

[2] R Saul,et al. LIMITING THE CONSEQUENCES OF SHIP COLLISIONS WITH BRIDGES AND OFFSHORE STRUCTURES , 1983 .

[3] M A Knott. PIER PROTECTION SYSTEM FOR THE SUNSHINE SKYWAY BRIDGE REPLACEMENT , 1986 .

[4] M A Knott,et al. SHIP COLLISION WITH BRIDGES , 1987 .

[5] Wilhelm Zellner,et al. The New Galata Bascule Bridge at Istanbul , 1991 .

[6] N. Jones,et al. Structural Crashworthiness and Failure : Proceedings of the Third International Symposium on Structural Crashworthiness held at the University of Liverpool, England, 14-16 April 1993 , 1993 .

[7] S. Spangenberg,et al. Ship impacts: Bow collisions , 1993 .

[8] Thomas G. Lovett,et al. The Kap Shui Mun bridge at Hong Kong , 1994 .

[9] E Jordet,et al. THE CONCRETE CABLE-STAYED HELGELAND BRIDGE IN NORWAY. , 1996 .

[10] R Saul,et al. Die neue Neckarbrücke zwischen Kirchheim und Gemmrigheim , 1998 .

[11] MEKONG MILESTONE: A MAJOR LINK FOR VIETNAM , 2000 .

[12] Hans Peter Andrä,et al. Formfindung und Entwurfsplanung des – Spinnaker Tower in Portsmouth , 2004 .

[13] Guido Morgenthal,et al. Die Geh‐ und Radwegbrücke Kehl – Strasbourg , 2005 .

[14] Qian Hua. Comparisons of Design Formula of Ship Collision for Bridges Based on FEM Simulations , 2006 .