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Research papers, Victoria University of Wellington

Measurement of basement seismic resonance frequencies can elucidate shallow velocity structure, an important factor in earthquake hazard estimation. Ambient noise cross correlation, which is well-suited to studying shallow earth structure, is commonly used to analyze fundamental-mode Rayleigh waves and, increasingly, Love waves. Here we show via multicomponent ambient noise cross correlation that the basement resonance frequency in the Canterbury region of New Zealand can be straightforwardly determined based on the horizontal to vertical amplitude ratio (H/V ratio) of the first higher-mode Rayleigh waves. At periods of 1-3 s, the first higher-mode is evident on the radial-radial cross-correlation functions but almost absent in the vertical-vertical cross-correlation functions, implying longitudinal motion and a high H/V ratio. A one-dimensional regional velocity model incorporating a ~ 1.5 km-thick sedimentary layer fits both the observed H/V ratio and Rayleigh wave group velocity. Similar analysis may enable resonance characteristics of other sedimentary basins to be determined. © 2013. American Geophysical Union. All Rights Reserved.

Images, UC QuakeStudies

A photograph of a sofa made out of car tyres and a pallet at Rock on Eastside on the corner of Aldwins Road and Linwood Avenue. Rock on Eastside was a outdoor lounge and art space facilitated by Gap Filler and Youthtown. The sofa was made by students from the University of Canterbury Student Volunteer Army. Painted rocks have been placed in front of the sofa as decoration.

Images, UC QuakeStudies

A photograph of students from the University of Canterbury Student Volunteer Army at Rock on Eastside. Rock on Eastside was an outdoor lounge and art space facilitated by Gap Filler and Youthtown. The students helped other students from local high schools to build the site, which was on the corner of Aldwins Road and Linwood Avenue.

Images, UC QuakeStudies

A photograph of staff from Abseil Access in the car park outside their office on Quakers Quay in Woolston. The staff are standing next to a trailer full of rocks which they have gathered from the Port Hills. The rocks will be painted and used to define the boundaries of Rock on Eastside, an outdoor lounge and art space on the corner of Linwood Avenue and Aldwins Road.

Images, UC QuakeStudies

A photograph of students in Eastgate Mall with a trolley full of painted rocks. The students are participating in a workshop facilitated by Gap Filler and Youthtown where they painted these rocks. The rocks will be used to create Rock on Eastside, an outdoor lounge and art space on the corner of Aldwins Road and Linwood Avenue.

Images, UC QuakeStudies

A photograph of students enjoying Rock on Eastside, an outdoor lounge and art space on the corner of Aldwins Road and Linwood Avenue. The students have decorated the site by painting rocks they found throughout Christchurch and laying them out in patterns. There is also furniture made out of pallets in the background and 'Rock on Eastside' has been painted on the wall of a building.

Images, UC QuakeStudies

A photograph of children and parents painting rocks for Rock on Eastside on the corner of Linwood Avenue and Aldwins Road. Rock on Eastside was an outdoor lounge and art space facilitated by Gap Filler and Youthtown. The paint was donated by Resene.

Images, UC QuakeStudies

A photograph of students participating in a Youthtown workshop at Eastgate Mall. The students are painting rocks for the Rock on Eastside outdoor lounge and art space which is facilitated by Gap Filler and Youthtown. The rocks will be used to create artworks on the site on the corner of Aldwins Road and Linwood Avenue.

Images, UC QuakeStudies

A photograph of students enjoying Rock on Eastside, an outdoor lounge and art space on the corner of Aldwins Road and Linwood Avenue. The students have decorated the site by painting rocks they found throughout Christchurch and laying them out in patterns.

Images, UC QuakeStudies

A photograph of the potato stamps which were created by Jen McBride for Gap Filler's Have a Steak in Your City project. The potato stamps were used to create the poster for the event and to decorate the paper napkins which people used to eat their steak. A number of these paper napkins are in the background of the photograph.

Research papers, The University of Auckland Library

It is well known that buildings constructed using unreinforced masonry (URM) are susceptible to damage from earthquake induced lateral forces that may result in partial or full building collapse. The 2010/2011 Canterbury earthquakes are the most recent New Zealand example of destructive earthquakes, which have drawn people's attention to the inherent seismic weaknesses of URM buildings and anchored masonry veneer systems in New Zealand. A brief review of the data collected following the 2010 Darfield earthquake and more comprehensive documentation of data that was collected following the 2011 Christchurch earthquake is presented, along with the findings from subsequent data interrogation. Large stocks of earthquake prone vintage URM buildings that remain in New Zealand and in other seismically active parts of the world result in the need for minimally invasive and cost effective seismic retrofit techniques. The principal objective of the doctoral research reported herein was to investigate the applicability of near surface mounted (NSM) carbon fibre reinforced polymer (CFRP) strips as a seismic improvement technique. A comprehensive experimental program consisting of 53 pull tests is presented and is used to assess the accuracy of existing FRP-to-masonry bond models, with a modified model being proposed. The strength characteristics of vintage clay brick URM wall panels from two existing URM buildings was established and used as a benchmark when manufacturing replica clay brick test assemblages. The applicability of using NSM CFRP strips as a retrofitting technique for improving the shear strength and the ductility capacity of multi-leaf URM walls constructed using solid clay brick masonry is investigated by varying CFRP reinforcement ratios. Lastly, an experimental program was undertaken to validate the proposed design methodology for improving the strength capacity of URM walls. The program involved testing full-scale walls in a laboratory setting and testing full-scale walls in-situ in existing vintage URM buildings. Experimental test results illustrated that the NSM CFRP technique is an effective method to seismically strengthen URM buildings.