Damage from the Christchurch earthquake that hit on 4/9/10 @ 4:35am. Measured 7.1 on the richter scale.
Damage from the Christchurch earthquake that hit on 4/9/10 @ 4:35am. Measured 7.1 on the richter scale.
Damage from the Christchurch 7.1 earthquake on 4th Sept 2010
Damage from the Christchurch earthquake that hit on 4/9/10 @ 4:35am. Measured 7.1 on the richter scale.
Damage from the Christchurch 7.1 earthquake on 4th Sept 2010
Damage from the Christchurch 7.1 earthquake on 4th Sept 2010
Damage from the Christchurch 7.1 earthquake on 4th Sept 2010 Church of St. John the Baptist, Latimer Square, Christchurch, New Zealand
Damage from the Christchurch 7.1 earthquake on 4th Sept 2010
2010-4232 Christchurch earthquake 7.1M 4 Sep 10
Damage from the Christchurch 7.1 earthquake on 4th Sept 2010
Awaiting restoration, the Cathedral was damaged in a series of major earthquakes. 52 in 2018: 30. Ruin or Archaelogical site
deduced from the fact the breaks appeared new and others damaged around it.
deduced from the fact the breaks appeared new and others damaged around it.
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Damage from the Christchurch 7.1 earthquake on 4th Sept 2010
Harbourlight Lyttelton - condoned off due to damage
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Damage to a wooden house at the top of a cliff.
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GNS seismologists explain why the Darfield and Christchurch earthquakes were so damaging and 'punchy'
An entry from Ruth Gardner's blog for 26 February 2011 entitled, "Shaken City".
An entry from Ruth Gardner's blog for 4 May 2011 entitled, "Earthquake Alphabet".
The "Lyttelton Review" newsletter for 19 March 2012, produced by the Lyttelton Harbour Information Centre.
This paper describes the pounding damage sustained by buildings in the February 2011 Christchurch earthquake. Approximately 6% of buildings in Christchurch CBD were observed to have suffered some form of serious pounding damage. Typical and exceptional examples of building pounding damage are presented and discussed. Almost all building pounding damage occurred in unreinforced masonry buildings, 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. Building pounding damage is compared to the predicted critical pounding weaknesses that have been identified in previous analytical research.
This paper describes the pounding damage sustained by buildings in the February 2011 Christchurch earthquake. Approximately 6% of buildings in Christchurch CBD were observed to have suffered some form of serious pounding damage. Typical and exceptional examples of building pounding damage are presented and discussed. Almost all building pounding damage occurred in unreinforced masonry buildings, 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. Building pounding damage is compared to the predicted critical pounding weaknesses that have been identified in previous analytical research.
Earthquake damage. As a result of the September 2010 earthquake, with further damage from the February 2011 event.
Earthquake damage. As a result of the September 2010 earthquake, with further damage from the February 2011 event.
Earthquake damage. As a result of the September 2010 earthquake, with further damage from the February 2011 event.
A pdf transcript of Bernadette Cooney's earthquake story, captured by the UC QuakeBox project.
The "Lyttelton Harbour Review" newsletter for 15 July 2013, produced by the Lyttelton Harbour Information Centre.