259 |
SECURING OF UNREINFORCED MASONRY PARAPETS AND FACADES - FROM FUNDAMENTAL RESEARCH TO NATIONAL POLICY |
Jason Ingham |
258 |
Using the macro-element method to seismically asses complex URM buildings |
Dmytro Dizhur |
257 |
Evaluation of liquefaction case histories from the 2010-2011 Canterbury earthquakes using advanced effective stress analysis |
Brendon Bradley |
256 |
Seismic performance of steel friction connections considering direct-repair costs |
Tim Sullivan |
255 |
Liquefaction of Reclaimed Land at Wellington Port Liquefaction of Reclaimed Land at Wellington Port in the 2016 Kaikoura Earthquake |
Misko Cubrinovski |
254 |
Seismic Screening of Anglican Churches in the Waikato and Taranaki Regions of New Zealand |
Jason Ingham |
253 |
Accuracy of equivalent single pile method for lateral load analysis of pile groups |
Christopher McGann |
252 |
SeisFinder: A Web Application for Extraction of Data From ComputationallyIntensive Earthquake Resilience Calculations |
Brendon Bradley |
251 |
Cybershake NZ v17.9: New Zealand simulation-based probabilistic seismic hazard analysis |
Brendon Bradley |
250 |
System response of liquefiable deposits |
Misko Cubrinovski |
249 |
Ground motion selection in the near-fault region considering directivity-induced pulse effects |
Brendon Bradley |
248 |
Experimental study on scale effects in clay brick masonry prisms and wall panels investigating compression and shear related properties |
Jason Ingham |
247 |
Performance of road bridges during the 14 November 2016 Kaikoura earthquake |
Christopher McGann |
246 |
Want to improve seismic resilience? |
Erica Seville |
245 |
An alternative taxonomy of seismic resilience initiatives from New Zealand academics |
Erica Seville |
244 |
Development of deep shear wave velocity profiles in the Canterbury Plains, New Zealand |
Liam Wotherspoon |
243 |
Modeling Nonlinear Site Effects in Physics-Based Ground Motion Simulation |
Brendon Bradley |
242 |
Modeling Nonlinear Site Effects in Physics-Based Ground Motion Simulation |
Brendon Bradley |
241 |
HYBRID RE-CENTRING VISCOUS DISSIPATER: SPECTRAL ANALYSIS AND EXPERIMENTAL VALIDATIO |
Geoffrey Rodgers |
240 |
NUMERICAL AND EXPERIMENTAL VALIDATION OF PASSIVE DIRECTION AND DISPLACEMENT DEPENDENT (D3) VISCOUS DAMPING DEVICE |
Geoffrey Rodgers |
239 |
Seismic performance expectations for Australian unreinforced masonry buildings |
Jason Ingham |
238 |
Discrete element modelling to predict failure strength of unreinforced masonry walls |
Jason Ingham |
237 |
Development and validation of fragility functions for buried pipelines based on Canterbury earthquake sequence data |
Brendon Bradley |
236 |
Out-of-plane rocking response of unreinforced masonry churches after the 2011 Canterbury (New Zealand) and 2016 Central Italy earthquakes |
Jason Ingham |
235 |
Development of fragility functions for buried pipelines based on New Zealand data |
Brendon Bradley |
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 |