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Images, eqnz.chch.2010

The Forsyth Barr building has stood silent and empty (except the occasional intruder and pigeons) since the February 2011 earthquake. It was sold "as is" and I understand that it is now going to be fitted out as a hotel. This is the building that had severe stairwell damage during the quake necessitating people being lowered via ropes etc on t...

Images, eqnz.chch.2010

Cleaning up Manning Signs of the silt from liquefaction. Three fellow workers man the shovels while two building engineers talk to the boss (hidden). After doing the car park we then turned our hands to the inside of the factory, once clearance was given that we could go inside.

Research papers, University of Canterbury Library

This dissertation addresses a diverse range of applied aspects in ground motion simulation validation via the response of complex structures. In particular, the following topics are addressed: (i) the investigation of similarity between recorded and simulated ground motions using code-based 3D irregular structural response analysis, (ii) the development of a framework for ground motion simulations validation to identify the cause of differences between paired observed and simulated dataset, and (iii) the illustration of the process of using simulations for seismic performance-based assessment. The application of simulated ground motions is evaluated for utilisation in engineering practice by considering responses of 3D irregular structures. Validation is performed in a code-based context when the NZS1170.5 (NZS1170.5:2004, 2004) provisions are followed for response history analysis. Two real buildings designed by engineers and physically constructed in Christchurch before the 2010-2011 Canterbury earthquake sequence are considered. The responses are compared when the buildings are subjected to 40 scaled recorded and their subsequent simulated ground motions selected from 22 February 2011 Christchurch. The similarity of recorded and simulated responses is examined using statistical methods such as bootstrapping and hypothesis testing to determine whether the differences are statistically significant. The findings demonstrate the applicability of simulated ground motion when the code-based approach is followed in response history analysis. A conceptual framework is developed to link the differences between the structural response subjected to simulated and recorded ground motions to the differences in their corresponding intensity measures. This framework allows the variability to be partitioned into the proportion that can be “explained” by the differences in ground motion intensity measures and the remaining “unexplained” variability that can be attributed to different complexities such as dynamic phasing of multi-mode response, nonlinearity, and torsion. The application of this framework is examined through a hierarchy of structures reflecting a range of complexity from single-degree-of-freedom to 3D multi-degree-of-freedom systems with different materials, dynamic properties, and structural systems. The study results suggest the areas that ground motion simulation should focus on to improve simulations by prioritising the ground motion intensity measures that most clearly account for the discrepancies in simple to complex structural responses. Three approaches are presented to consider recorded or simulated ground motions within the seismic performance-based assessment framework. Considering the applications of ground motions in hazard and response history analyses, different pathways in utilising ground motions in both areas are explored. Recorded ground motions are drawn from a global database (i.e., NGA-West2 Ancheta et al., 2014). The NZ CyberShake dataset is used to obtain simulations. Advanced ground motion selection techniques (i.e., generalized conditional intensity measure, GCIM) are used for ground motion selection at a few intensity levels. The comparison is performed by investigating the response of an example structure (i.e., 12-storey reinforced concrete special moment frame) located in South Island, NZ. Results are compared and contrasted in terms of hazard, groundmotion selection, structural responses, demand hazard, and collapse risk, then, the probable reasons for differences are discussed. The findings from this study highlight the present opportunities and shortcomings in using simulations in risk assessment. i

Images, eqnz.chch.2010

Workmen approach the elevator shaft of the CTV building - 05 March 2011 The CTV building claimed 115 lives when it collapsed in a pile of smoking rubble on 22 February 2011 during a 6.3 earthquake in Christchurch and only the lift shaft was left standing.

Images, eqnz.chch.2010

A view after the 7.1 magnitude earthquake in Christchurch. Victoria Street. So sad to see history die - both buildings and business. Sign on the back wall says, "You gotta be there Christchurch" - sadly ironic! Given a bit of a HDR process to add some of what I was "feeling" at the time.

Images, eqnz.chch.2010

Today was the first time I have been to the earthquake memorial since it was completed and opened on 22nd February 2017, six years after the devastating quake that killed the 185 that are named on this wall. I knew two of the people on the list.

Research papers, The University of Auckland Library

During the Christchurch earthquake of February 2011, several midrise buildings of Reinforced Concrete Masonry (RCM) construction achieved performance levels in the range of life safety to near collapse levels. These buildings were subjected to seismic demands higher than the building code requirements of the time and higher than the current New Zealand Loadings Standard (NZS-1170.5:2004). Structural damage to these buildings has been documented and is currently being studied to establish lessons to be learned from their performance and how to incorporate these lessons into future RCM design and construction practices. This paper presents a case study of a six story RCM building deemed to have reached the near collapse performance level. The RCM walls on the 2nd floor failed due to toe crushing reducing the building’s lateral resistance in the east-west direction. A nonlinear dynamic analysis on a 3D model was conducted to simulate the development of the governing failure mechanism. Preliminary analysis results show that the damaged walls were initially under large compression forces from gravity loads which caused increase in their lateral strength and reduced their ductility. After toe crushing failure developed, axial instability of the model was prevented by a redistribution of gravity loads.

Images, eqnz.chch.2010

Scavenger Hunt 101 - SH 8 (abandoned building or ruin) The ruins/remains of what was the third highest building in Christchurch, pre earthquakes, the Price Waterhouse Coopers building in Armagh Street. At 76.3 metres ( 21 floors) the demolition has left the basement (now flooded) and these supports. Just one of many photos from Christchurch ...

Images, eqnz.chch.2010

20131228_6787_1D3-82 Twelve Days of Christmas (part 2) The NG building on Madras Street was given the go ahead to repair earthquake damage, which the owners did at some expense, Now, the government want this land to build a central city stadium, so there is a protest on the windows set to the Christmas song the Twelve Days of Christmas. 12 mi...

Images, eqnz.chch.2010

The sign reads: The CTV Building was headquarters of Canterbury Television (CTV) and also housed King’s Education language School, a medical clinic, Hair Consultants, Relationship Services and a nursing school. On February 22nd 2011 the building collapsed as a result of a major earthquake. Sadly, 115 people who were in the building lost their l...

Images, eqnz.chch.2010

On the day the the government and council jointly announced who will fund what, for the Christchurch rebuild, a rainbow appears over the rebuild of the Latimer Hotel. For the central city the figures are: NZ$4.9 billion with $2.9 billion coming from central government and $1.9 billion coming from the local city council (us ratepayers in Christc...

Images, eqnz.chch.2010

The flooded Bexley Wetlands, now about 1 - 1.5metre below pre earthquake level. The short length of fence (mid ground) was on the "river track" that the council closed about three years ago. The whole track in this view is now under about 500mm water at high tide. The main track in front of the houses was, prior to earthquakes, below the leve...

Images, eqnz.chch.2010

Maybe it should be titled "Pray Here"! The old church buildings next to the Christchurch Basilica (Cathedral of the Blessed Sacrament) have been demolished and replaced with ANOTHER Wilson's Car Park. Hundreds of sites in the city where buildings have been demolished after the earthquakes have been replaced in the short term by car parks!

Images, eqnz.chch.2010

The old Christchurch Railway Station Clock Tower was damaged during the 7.1 magnitude quake on 4 September 2010 and was braced by the wooden sleeve until repaired. However, although the sleeve did its job during the 6.3 magnitude quake on 22 February 2011, the lower part of the tower started to break away.

Images, eqnz.chch.2010

Kia Kaha (in the little red love-heart on the fence) can be translated from the Maori language as “Be strong and fearless!” “Be Proud!” or “Stand tall!” The term is used in many situations to give encouragement and support to family, friends and mates. Taken one week after the 6.3 magnitude quake hit Christchurch 22 February 2011. Proce...

Images, eqnz.chch.2010

The Church of the Good Shepherd (Philips Street) is a fine example of High Victorian Gothic architecture and was designed by Benjamin Woolfield Mountfort in 1884. It has suffered some major damage during 6.3 quake that hit Christchurch 22 February 2011. From Psalm 23 (King James Version) The Lord is my shepherd; I shall not want. ...

Images, eqnz.chch.2010

For Best View Press"L" All 23 Arts Centre heritage buildings received significant damage in the earthquake and its subsequent aftershocks, and all have been issued with a red “Unsafe” placard. As a result of the magnitude of this damage, the Arts Centre Trust Board— the body charged with ensuring this iconic precinct is preserved and pr...