| 234 |
Damage, Casualty, and Loss Scenarios for New Zealand’s North Island Churches |
Jason Ingham |
| 233 |
‘Seismic strengthening of reinforced concrete columns with straight carbon fibre reinforced polymer (CFRP) anchors |
Jason Ingham |
| 232 |
Context and Issues during Post-Earthquake Rapid Evaluation of Buildings after the 2015 Nepal (Gorkha) Earthquake |
Jason Ingham |
| 231 |
Effective input of earthquake science and engineering information into decision-making: Results of a workshop discussion, 26 April 2017 |
Julia Becker |
| 230 |
Shake Table Testing of Low Damage Steel Building: Testing with 2-4 Displacement Dependent (D3) Viscous Damper |
Geoffrey Rodgers |
| 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 |
