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 |
187 |
Geotechnical Reconnaissance of the 2016 Mw7.8 Kaikoura, New Zealand Earthquake |
Christopher McGann |
186 |
Comparison between predicted URM wall out-of-plane strength based capacity and in situ proof test results |
Jason Ingham |
185 |
Comparison of Statistical and Machine Learning Approaches to Modeling Earthquake Damage to Water Pipelines |
Matthew Hughes |
184 |
Full-Scale Experimental Pushover Testing of an Existing URM Building |
Lucas Hogan |
183 |
Out-of-Plane Behavior of Dowel Type Precast Concrete Panel-to-Foundation Connections: Existing Connections |
Lucas Hogan |
182 |
A macro-element for the modelling of shallow foundation deformations under seismic load |
Misko Cubrinovski |
181 |
Seismic risk assessment of New Zealand unreinforced masonry churches using statistical procedures |
Jason Ingham |
180 |
Shake table testing of seismically restrained clay brick masonry parapets |
Jason Ingham |
179 |
Supporting robust decision making on seismic resilience investments: development and trial application of a Decision Support Tool |
Erica Seville |
178 |
Assessing research priorities and practices following the 2016 Kaikoura Earthquake: Research Update |
Erica Seville |
177 |
Kaikoura Earthquake Social Science Research Workshop Report |
Erica Seville |