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 systemsand ground-failure induced damaged and retrofitted RC buildings. Preliminary lessons are highlighted and discussed. In general, reinforce...
A wide range of reinforced concrete (RC) wall performance was observed following the 2010/2011 Cante...
About 10% of the almost 20,000 buildings damaged by the 2002 Molise, Italy, seismic sequence were re...
Capacity spectrum procedures developed for the assessment and strengthening of existing buildings ha...
Six months after the 4 September 2010 Mw7.1 Darfield (Canterbury) earthquake, a Mw6.2 Christchurch (...
Six months after the 4 September 2010 Mw 7.1 Darfield (Canterbury) earthquake, a Mw 6.2 Christchurch...
approximately 10km south-east of the Christchurch CBD at a shallow depth of 5km, resulting in intens...
The 4th of September 2010 Mw 7.1 Darfield (Canterbury) earthquake had generated significant ground s...
The magnitude 6.3 earthquake that struck Christchurch on 22 February 2011 caused widespread damage t...
The 22 February 2011 M w 6.2 Christchurch (Lyttelton) earthquake was a particularly severe test for ...
This thesis examines current earthquake engineering theory and practice regarding Earthquake Risk Bu...
This thesis examines current earthquake engineering theory and practice regarding Earthquake Risk Bu...
Following the 22 February 2011 Christchurch earthquake a comprehensive damage survey of the unreinfo...
The 2010 Darfield earthquake caused extensive damage to a number of unreinforced masonry buildings. ...
At 12:51 pm local time on 22 February 2011, a Mw 6.2 aftershock of the September 4, 2010, Darfield E...
In the early morning of 4th September 2010 the region of Canterbury, New Zealand, was subjected to a...
A wide range of reinforced concrete (RC) wall performance was observed following the 2010/2011 Cante...
About 10% of the almost 20,000 buildings damaged by the 2002 Molise, Italy, seismic sequence were re...
Capacity spectrum procedures developed for the assessment and strengthening of existing buildings ha...
Six months after the 4 September 2010 Mw7.1 Darfield (Canterbury) earthquake, a Mw6.2 Christchurch (...
Six months after the 4 September 2010 Mw 7.1 Darfield (Canterbury) earthquake, a Mw 6.2 Christchurch...
approximately 10km south-east of the Christchurch CBD at a shallow depth of 5km, resulting in intens...
The 4th of September 2010 Mw 7.1 Darfield (Canterbury) earthquake had generated significant ground s...
The magnitude 6.3 earthquake that struck Christchurch on 22 February 2011 caused widespread damage t...
The 22 February 2011 M w 6.2 Christchurch (Lyttelton) earthquake was a particularly severe test for ...
This thesis examines current earthquake engineering theory and practice regarding Earthquake Risk Bu...
This thesis examines current earthquake engineering theory and practice regarding Earthquake Risk Bu...
Following the 22 February 2011 Christchurch earthquake a comprehensive damage survey of the unreinfo...
The 2010 Darfield earthquake caused extensive damage to a number of unreinforced masonry buildings. ...
At 12:51 pm local time on 22 February 2011, a Mw 6.2 aftershock of the September 4, 2010, Darfield E...
In the early morning of 4th September 2010 the region of Canterbury, New Zealand, was subjected to a...
A wide range of reinforced concrete (RC) wall performance was observed following the 2010/2011 Cante...
About 10% of the almost 20,000 buildings damaged by the 2002 Molise, Italy, seismic sequence were re...
Capacity spectrum procedures developed for the assessment and strengthening of existing buildings ha...