Fragility analysis of track-on steel-plate-girder railway bridges in Korea

• Published in: Engineering structures Vol. 33; no. 3; pp. 696 - 705
• Main Authors: Park, Joonam, Choi, Eunsoo
• Format: Journal Article
• Language: English
• Published: Kidlington Elsevier Ltd 01.03.2011; Elsevier
• Subjects: Applied sciences; Bridges; Bridges (railroad); Bridges (structures); Buildings. Public works; Damage; Earthquake damage; Earthquake design; Exact sciences and technology; Fragility; Fragility curves; Geotechnics; Metal bridges; Railway bridges; Railway tracks (foundations and track subgrades); Seismic engineering; Seismic phenomena; Seismic risk; Stresses. Safety; Structural analysis. Stresses; Structure-soil interaction; Superstructures; Track-on steel-plate-girder bridges; Transportation infrastructure; Asia; Korea; Track-on steel-plate-girder bridges; Seismic risk; Railway bridges; Fragility curves; Probability; Brittleness; Modeling; Railway bridge; Building functional element; Steel bridge; Analytical method; Ballast free permanent way; Damaging
• ISSN: 0141-0296; 1873-7323
• DOI: 10.1016/j.engstruct.2010.09.028

More than 40% of the bridges in conventional Korean railway lines are track-on steel-plate-girder (TOSPG) bridges. They are characterized by a superstructure consisting of railway tracks sitting directly on steel plate girders without any ballast system. Most of these bridges have been designed with little or no consideration given to seismic loading. In this paper, seismic fragility curves of TOSPG bridges in Korea are developed. Fragility curves are developed first for the components, by using the probabilistic seismic demand model. The developed component fragility curves show that the bearings are the most vulnerable components of the TOSPG bridges against seismic loading. On the other hand, the piers are much less vulnerable, although they contain no reinforcing bars. This is because the superstructure mass is very light, and therefore horizontal loading transferred from the superstructure to the piers is minimal. A generic damage measure is introduced for measuring the system-level damage of structures out of the component-level damages. The system fragility curves are then developed, using the generic damage measure. Finally, representation of seismic risk in terms of expected seismic losses is demonstrated. This demonstration shows how the fragility analysis is utilized for risk assessment and support in decision-making.