| 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 |
| 199 |
Dynamic Site Characterisation of the Nelson-Tasman Region |
Liam Wotherspoon |
| 198 |
LIQUEFACTION EFFECTS AND ASSOCIATED DAMAGE AT THE PORT OF WELLINGTON |
Gabriele Chiaro |
| 197 |
Empirical correlation for estimating shear wave velocity from cone penetration test data for Banks Peninsula loess soils in Canterbury, New Zealand |
Christopher McGann |
| 196 |
Spatial and spectral interpolation of ground motion intensity measures |
Brendon Bradley |
| 195 |
Building resilient public green spaces: How can we develop places |
Jason Ingham |
| 194 |
Testing of Seventeen Identical Ductile Reinforced Concrete Beams with Various Loading Protocols and Boundary Conditions |
Ken Elwood |
| 193 |
Developing a model and instrument to measure the resilience of critical infrastructure sector organisations |
Erica Seville |
| 192 |
Development of a 3D Velocity Model of the Canterbury, New Zealand Region for Broadband Ground Motion Simulation |
Brendon Bradley |
| 191 |
Damage observations following the MW 7.8 2016 Kaikoura earthquake |
Jason Ingham |
| 190 |
Lateral performance of as-built and retrofitted timber diaphragm fastener connections |
Jason Ingham |
| 189 |
Consideration and propagation of ground motion selection epistemic uncertainties to seismic performance metrics |
Brendon Bradley |
| 188 |
The intractable problem of earthquake prone buildings |
Jason Ingham |
