229 |
SAFEGUARDING AN IDENTITY CARVED IN STONE: HERITAGE CONSERVATION IN OAMARU, NEW ZEALAND |
Jason Ingham |
228 |
Unshaken: Retaining Architectural Qualities of Historic URM Churches and Church Precincts within the New Zealand Seismic Retrofit Process |
Jason Ingham |
227 |
Why are older inner-city buildings vacant? Implications for town centre regeneration |
Temitope Egbelakin |
226 |
Displacement-based design of soil-foundation-structure systems |
Misko Cubrinovski |
225 |
Effects of variation in loading protocol on the strength and deformation capacity of ductile reinforced concrete beams |
Ken Elwood |
224 |
Undisturbed sampling in pumiceous soils |
Mark Stringer |
223 |
Undisturbed sampling in pumiceous soils |
Mark Stringer |
222 |
Site period characteristics across the Canterbury region of New Zealand |
Liam Wotherspoon |
221 |
Seismic risk assessment of New Zealand URM church inventory |
Jason Ingham |
220 |
A Direct-Push Crosshole Test Method for the In-Situ Evaluation of High-Resolution P- and S-wave Velocity |
Liam Wotherspoon |
219 |
On-going Challenges in Physics-based Ground Motion Prediction and Insights from the 2010-2011 Canterbury and 2016 Kaikoura, New Zealand Earthquakes |
Brendon Bradley |
218 |
Introduction and overview of inspection methods for corroded reinforced concrete structures |
Lucas Hogan |
217 |
Influence of site effects on observed ground motion in the Wellington region from the Mw7.8 Kaikoura, New Zealand earthquake |
Liam Wotherspoon |
216 |
Deep Shear Wave Velocity Profiling and Fundamental Site Period Measurements at CentrePort, Wellington with Implications for Local Site Amplification |
Liam Wotherspoon |
215 |
Bridge foundation pinning resistance implied by equivalent static analysis procedure for liquefaction-induced lateral spreading |
Christopher McGann |
214 |
Performance of panel-to-foundation connections in low-rise precast concrete buildings |
Jason Ingham |
213 |
QuakeCoRE and OpenSees (Year 2): Initiative and Activities to Reduce Barriers to Entry and Reduce Time to Solution |
Christopher McGann |
212 |
Liquefaction Induced during the 2010-2011 Canterbury, New Zealand, Earthquake Sequence and Lessons Learned for the Study of Paleoliquefaction Features |
Misko Cubrinovski |
211 |
Liquefaction-Induced Damage and CPT Characterization of the Reclamations at CentrePort, Wellington |
Misko Cubrinovski |
210 |
Fluvial geomorphological influences on the distribution of liquefaction in the Wairau Plains, New Zealand following the 2016 Kaikoura Earthquake |
Misko Cubrinovski |
209 |
DAMAGE TO BUILDINGS WITH PRECAST CONCRETE FLOORS DURING THE 2016 KAIKOURA EARTHQUAKE AND IMPLICATIONS TO DESIGN AND SEISMIC ASSESSMENT |
Rick Henry |
208 |
Development of contribution functions for cladding |
Tim Sullivan |
207 |
Would loss estimation help motivate the use of steel friction connection solutions? |
Tim Sullivan |
206 |
Component damage fragility functions for use in New Zealand |
Tim Sullivan |
205 |
On-going challenges in physics-based ground motion prediction and insights from the 2010-2011 Canterbury and 2016 Kaikoura, New Zealand earthquakes |
Brendon Bradley |
204 |
Unreinforced Masonry Churches in New Zealand: towards an holistic framework for the identification of optimal seismic retrofit intervention |
Sonia Giovinazzi |
203 |
Strategies to enhance employee wellbeing and organisational performance in a post-crisis environment: A case study |
Katharina Naswall |
202 |
Cross-Checking Liquefaction Hazard Assessments with Liquefaction Observations from New Zealand Earthquakes and Paleo-liquefaction Trenching |
Misko Cubrinovski |
201 |
Applicability of field-based empirical methods for evaluating liquefaction potential of pumiceous deposits |
Rolando Orense |
200 |
Development of detailed liquefaction case histories from the 1987 Edgecumbe Earthquake |
Liam Wotherspoon |