338 |
Development of deep shear wave profiles with estimates of uncertainty in the complex inter-bedded geology of Christchurch. |
Liam Wotherspoon |
337 |
Challenges in predicting seismic site response with 1D analyses: Conclusions from 114 Kik-net vertical seismometer arrays |
Brendon Bradley |
336 |
Project AF8: Developing a coordinated, multi-agency response plan for a future great Alpine Fault earthquake. |
Caroline Orchiston |
334 |
Tercentenary of the 1717 AD Alpine Fault earthquake: advances in science and understanding hazards. |
Caroline Orchiston |
333 |
Separation of pumice from soil mixtures |
Mark Stringer |
332 |
Straight FRP anchors exhibiting fiber rupture failure mode |
Jason Ingham |
331 |
Post-Earthquake Assessment of Moderately-Damaged Reinforced Concrete Plastic Hinges |
Ken Elwood |
330 |
Geospatial Assessment of the Historic Seismic Performance of the New Zealand Bridge Stock |
Liam Wotherspoon |
329 |
National-scale infrastructure network exposure to liquefaction using geospatial models |
Liam Wotherspoon |
328 |
In-Situ Investigation of 0-Positive Liquefaction Sites in Christchurch, New Zealand: Palinurus Road Case History |
Liam Wotherspoon |
327 |
Seismic performance of reinforced concrete with masonry infill buildings in the 2010/2011 Canterbury, New Zealand earthquakes |
Dmytro Dizhur |
326 |
Classical temples and industrial stores: Survey analysis of historic unreinforced masonry (URM) precincts to inform urban seismic risk mitigation |
Caroline Orchiston |
325 |
Infrastructure Failures and Recovery from an Alpine Fault Earthquake Scenario |
Liam Wotherspoon |
324 |
LIQUEFACTION CASE HISTORIES FROM THE 1987 EDGECUMBE EARTHQUAKE -- INSIGHTS FROM AN EXTENSIVE CPT DATASET AND PALEO-LIQUEFACTION TRENCHING |
Sarah Bastin |
323 |
Quantifying the effects of epoxy repair of reinforced concrete plastic hinges |
G Charles Clifton |
322 |
Insuring Earthquakes: How Would the Californian and Japanese Insurance Programs Have Fared after the 2011 New Zealand Earthquake? |
Ilan Noy |
321 |
Experimental Earthquake Response of Two-Storey Scaled URM Buildings |
Dmytro Dizhur |
320 |
A Multi-Disciplinary Tool for Evaluating Seismic Strengthening Design of Heritage Buildings - A Case Study”. |
Dmytro Dizhur |
319 |
Enabling Earthquake Resilience: A Multi-criteria Decision-Making Adaptive Reuse Framework |
Jason Ingham |
318 |
Predicted versus experimental out-of-plane force-displacement behaviour of unreinforced masonry walls |
Dmytro Dizhur |
317 |
Topographic Amplification of Ground Motions in Mt. Pleasant, Christchurch, New Zealand: An Experimental Study |
Brendon Bradley |
316 |
Ambient vibration tests on New Zealand unreinforced masonry churches using low cost sensors |
Jason Ingham |
315 |
Out-of-plane behaviour of in-plane damaged masonry infills strengthened using fibre reinforced matrix |
Jason Ingham |
314 |
URM wall‐to‐diaphragm and timber joist connection testing |
Dmytro Dizhur |
313 |
Architectural heritage conservation of historic URM precincts on the West Coast of New Zealand |
Jason Ingham |
312 |
Numerical study on partially‐reinforced semi‐dressed stone masonry for build‐back better in Nepal |
Dmytro Dizhur |
311 |
Nonlinear finite element analysis of an unreinforced masonry building damaged in the 2010‐2011 Christchurch earthquake swarm’ |
Dmytro Dizhur |
310 |
Fostering the resilience of heritage buildings in New Zealand: Potentialities of decision support systems |
Nick Horspool |
309 |
Timber, tin and masonry: Early lessons in seismic risk mitigation in Whanganui, New Zealand |
Jason Ingham |
308 |
Out-of-plane Proof Testing of Masonry Infill Walls |
Dmytro Dizhur |