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Articles, Christchurch uncovered

Last week on the blog we introduced you to the 1881 South Belt sewer beneath Moorhouse Avenue: how it was built, how it got blocked, and how recently as part of SCIRT’s horizontal infrastructure rebuild program, their Downer delivery team and sub-contractors Donaldson Civil … Continue...

Articles, Christchurch uncovered

As one 19th century advertisement begins, “in every civilised country throughout the world the human hair is always found to be a subject of peculiar attention.” For centuries, millenia even, we have tugged and twisted our hair into unnatural and often … Continue reading →

Articles, Christchurch uncovered

In last week’s blog post, we talked about the use of light in Christchurch’s city streets and public spaces, from oil lamps to gas lights to electricity in the early 20th century. This week, we step out of the street and … Continue reading →

Articles, Christchurch uncovered

Beware the darkness, children, for there be monsters We love to characterise the dark as something to be feared, the territory of nightmares, of ghouls and ghosts and things that go bump. In our collective psyche it belongs to the … Continue reading →

Articles, Christchurch uncovered

We’ve talked about food in the 19th century before on the blog, but we’ve mostly focused on the weird and wonderful (because, let’s face it, therein lies the fun stuff). In reality, a lot of food in the 19th century … Continue reading →

Articles, Christchurch uncovered

As building archaeologists we record and analyse the form, structure and ornamentation of 19th century dwellings to learn about the lives led by past occupants. The Victorian era was a time of invention and achievement. Society was dominated by middle-class morality as they … Continue readi...

Articles, Christchurch uncovered

This week on the blog we’re sending you over to Pieces of the Past, an online exhibition we’ve curated as part of Beca Heritage Week here in Christchurch. The exhibition features the staff of Underground Overground Archaeology and their favourite … Continue reading →

Research papers, The University of Auckland Library

Seismic retrofitting of unreinforced masonry buildings using posttensioning has been the topic of many recent experimental research projects. However, the performance of such retrofit designs in actual design level earthquakes has previously been poorly documented. In 1984 two stone masonry buildings within The Arts Centre of Christchurch received posttensioned seismic retrofits, which were subsequently subjected to design level seismic loads during the 2010/2011 Canterbury earthquake sequence. These 26 year old retrofits were part of a global scheme to strengthen and secure the historic building complex and were subject to considerable budgetary constraints. Given the limited resources available at the time of construction and the current degraded state of the steel posttension tendons, the posttensioned retrofits performed well in preventing major damage to the overall structure of the two buildings in the Canterbury earthquakes. When compared to other similar unretrofitted structures within The Arts Centre, it is demonstrated that the posttensioning significantly improved the in-plane and out-of-plane wall strength and the ability to limit residual wall displacements. The history of The Arts Centre buildings and the details of the Canterbury earthquakes is discussed, followed by examination of the performance of the posttension retrofits and the suitability of this technique for future retrofitting of other historic unreinforced masonry buildings. http://www.aees.org.au/downloads/conference-papers/

Research papers, The University of Auckland Library

Unrestrained unreinforced clay brick masonry (URM) parapets are found atop a large number of vintage URM buildings. Parapets are typically non-structural cantilevered wall elements that form a fire barrier and in most cases form decorative and ornamental features of vintage URM buildings. Parapets are considered to be one of the most vulnerable elements that are prone to out-of-plane collapse when subjected to earthquake induced shaking. An in-depth analysis of the damage database collected following the 2010/2011 Canterbury earthquakes was performed to obtain information about the distribution, characteristics and observed performance of both the as-built and retrofitted parapets in the Christchurch region. Results, statistical interpretation and implications are presented herein. http://www.aees.org.au/downloads/conference-papers/2015-2/

Research papers, The University of Auckland Library

Perimeter Moment resisting steel frames (PMRSFs) are a commonly used seismic resisting system, placed around the perimeter of the building for maximum torsional stiffness. They are typically designed as “strong column weak beam” systems with fixed column bases. When subjected to severe earthquake demand, sufficient to push the beams into the inelastic range, it is expected that plastic hinging at the column bases will occur. However, the response of PMRSF systems to the severe 2010/2011 Christchurch earthquake series did not generate column base hinging in systems which exhibited beam yielding.

Research papers, The University of Auckland Library

Description: Observations of RC building performance in recent earthquakes with a special focus on the devastating events in Christchurch, New Zealand. These events have highlighted the complexity of post-earthquake decisions for damaged buildings and the impacts on communities. The presentation will reflect on factors influencing demolition decisions and emerging challenges for the earthquake engineering community. http://atc-sei.org/