12th April 2012 Demolition of Crowne Plaza/Park Royal Hotel due to damage from 22nd February 2011 earthquake and subsequent aftershocks
12th April 2012 Demolition of Crowne Plaza/Park Royal Hotel due to damage from 22nd February 2011 earthquake and subsequent aftershocks
12th April 2012 Demolition of Crowne Plaza/Park Royal Hotel due to damage from 22nd February 2011 earthquake and subsequent aftershocks
Went into this cafe a few times in years gone by (all on camera club field trips or photowalks). It was a nice two-storey building then. Not now after the earthquakes of 2010 and 2011.
www.youtube.com/watch?v=SPXqb7k4azU Details inside a half demolished theatre in central Christchurch. November, 2012. Christchurch, NZ. (c)Mike Brebner. All rights reserved.
Due to the 7.1 earthquake on 4th September 2010 and then the following earthquakes Godley House has suffered severe damage. Godley house was built in 1880 by Harvey Hawkins - see www.godleyhouse.co.nz/
Micro - electro - mechanical system (MEMS) based accelerometers are now frequently used in many different parts of our day - to - day lives. It is also increasingly being used for structural testing applications. Researchers have had res ervation of using these devices as they are relatively untested, but now with the wider adoption, it provides a much cheaper and more versatile tool for structural engineering researchers. A number of damaged buildings in the Christchurch Central Business District (CBD) were instrumented with a number of low - cost MEMS accelerometers after the major Christchurch earthquakes. The accelerometers captured extremely high quality building response data as the buildings experienced thousands of aftershocks. This d ata set was amongst one of only a handful of data set s available around the world which provides building response data subjected to real ground motion. Furthermore, due to technological advances, a much larger than usual number of accelerometers has been deployed making the data set one of the most comprehensive available. This data set is utilised to extract modal parameters of the buildings. This paper summarises the operating requirements and preference for using such accelerometers for experimental mod al analysis. The challenges for adapting MEMS based devices for successful modal parameters identification are also discussed.