Seismic performance of reinforced concrete buildings in the september 2010 darfield (Canterbury) earthquake

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Abstract

This paper describes observations of damage to reinforced concrete buildings from the September 2010 Darfield (Canterbury) earthquakes. Data was collated from first-hand earthquake reconnaissance observations by the authors, post-earthquake surveys, and communications and meetings with structural engineers in Christchurch. The paper discusses the general performance of several reinforced concrete building classes: pre-1976 low-rise, pre-1976 medium rise, modern low- and mid-rise, modern high-rise, industrial tilt-up buildings, advanced seismic systems and ground-failure induced damaged and retrofitted RC buildings. Preliminary lessons are highlighted and discussed. In general, reinforced concrete buildings behaved well and as expected, given the intensity of this event.

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Kam, W. Y., Pampanin, S., Dhakal, R., Gavin, H. P., & Roeder, C. (2010). Seismic performance of reinforced concrete buildings in the september 2010 darfield (Canterbury) earthquake. Bulletin of the New Zealand Society for Earthquake Engineering, 43(4), 340–350. https://doi.org/10.5459/bnzsee.43.4.340-350

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