Abstract
This paper presents damage of bridges during the 2010 Chile earthquake based on site investigations. Damage feature of bridges including the effect of in-plane rotation of bridges, insufficient seat length, absence of anchor between superstructure and substructures at bearings and lack of bearing capacity of foundations is presented. Design practice of bridges in Chile is also introduced.
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CITATION STYLE
KAWASHIMA, K., UNJOH, S., Hoshikuma, J., & KOSA, K. (2010). DAMAGE CHARACTERISTIC OF BRIDGES DUE TO 2010 CHILE EARTHQUAKE. Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)), 66(1), 386–396. https://doi.org/10.2208/jscejseee.66.386
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