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This paper describes pounding damage sustained by buildings and bridges in the February 2011 Christchurch earthquake. Approximately 6% of buildings in Christchurch CBD were observed to have suffered some form of serious pounding damage. Almost all of this pounding damage occurred in masonry buildings, further highlighting their vulnerability to this phenomenon. Modern buildings were found to be vulnerable to pounding damage where overly stiff and strong ‘flashing’ components were installed in existing building separations. Soil variability is identified as a key aspect that amplifies the relative movement of buildings, and hence increases the likelihood of pounding damage. Pounding damage in bridges was found to be relatively minor and infrequent in the Christchurch earthquake.
Closed due to earthquake damage.
One landscape colour digital photograph taken on 26 May 2013 showing the southern cliffs of Godley Head. Taken from the middle of the shipping channel. Some earthquake damage to the cliffs is visible. There were several major rock falls along the coastal cliffs near Christchurch and Lyttelton Harbour. At Godley Head these caused damage to the W...
Photograph captioned by Fairfax, "Earthquake damage in central Christchurch after a 6.3 earthquake".
Photograph captioned by Fairfax, "Earthquake damage in central Christchurch after a 6.3 earthquake".
Photograph captioned by Fairfax, "Earthquake damage in central Christchurch after a 6.3 earthquake".
Photograph captioned by Fairfax, "Earthquake damage in central Christchurch after a 6.3 earthquake".
Photograph captioned by Fairfax, "Earthquake damage in central Christchurch after a 6.3 earthquake".