Chapter
Jul 11, 2012
Seismic Performance of Concrete Bridges during Canterbury Earthquakes
Authors: Alessandro Palermo [email protected], Liam Wotherspoon, Lucas Hogan, Mitchel Le Heux, Elena Camnasio, and Maria BrandoAuthor Affiliations
Publication: Structures Congress 2012
Abstract
In less than six months the city of Christchurch, experienced two major earthquakes on September 4, 2010 and February 22, 2011. The former was generated by rupture of the previously unknown Greendale fault releasing a magnitude (Mw) 7.1 earthquake at 30-40km away from the city, while the latter event, a Mw 6.2, was less than 10km from the Central Business District on a buried fault at beneath of the city. Lifelines sustained widespread damage in Christchurch City and the closest districts of Selwyn and Waimakariri. However, no major bridge collapses were registered, and only twenty bridges required closure due to damage caused by the two earthquakes. Canterbury soils are susceptible to liquefaction, and the resulting lateral spreading caused extensive damage to roads/bridge approaches and the associates lifelines. Authors aim to provide a seismic damage assessment overview of Canterbury bridges, emphasizing unexpected issues that are still not properly detailed in New Zealand and overseas standards.
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© 2012 American Society of Civil Engineers.
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Published online: Jul 11, 2012
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Department of Civil and Natural Resources Engineering, University of Canterbury, 8140 Christchurch, New Zealand. E-mail: [email protected]
Liam Wotherspoon
EQC Research Fellow in Earthquake Engineering, University of Auckland, New Zealand
Lucas Hogan
Ph.D. Student, University of Auckland, New Zealand
Mitchel Le Heux
Master Student, Rose School of Pavia, Italy
Elena Camnasio
Ph.D. Student, Politecnico di Milano, Italy
Maria Brando
Master Student, Politecnico di Milano, Italy
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