277 |
Simulation-based PSHA for the Canterbury region (Cybershake v17.8) |
Brendon Bradley |
276 |
Cybershake NZ v17.9: New Zealand simulation-based probabilistic seismic hazard analysis |
Brendon Bradley |
275 |
Are friction connections a cost-effective low-damage solution for steel frames? |
Tim Sullivan |
274 |
Performance of Reinforced Concrete Buildings in the 2016 Kumamoto Earthquakes and Seismic Design in Japan |
Ken Elwood |
273 |
Recent Testing and Design Reccomendations for Precast Concrete Panel-to-Foundation Connections |
Lucas Hogan |
272 |
Critical review of numerical modelling techniques for seismic response of complex URM buildings |
Jason Ingham |
271 |
Masonry building design for earthquake-affected remote areas of Nepal |
Jason Ingham |
270 |
Seismic risk assessment of New Zealand URM church inventory |
Jason Ingham |
269 |
CPT-based liquefaction assessment of CentrePort Wellington after the 2016 Kaikoura Earthquake |
Brendon Bradley |
268 |
Conference Paper |
Geoffrey Rodgers |
267 |
Evaluating the Benefits of Retrofitting Vulnerable Non-Structural Components: A Case Study |
Tim Sullivan |
266 |
A MULTI-LEVEL COMPARISON BETWEEN PLASTIC HINGES AND DISSIPATIVE CONTROLLED ROCKING FOR BRIDGES - THE AWATERE RIVER BRIDGE CASE STUDY |
Alessandro Palermo |
265 |
Seismic resilience of road bridges: lessons learned from the 14 November 2016 Kaikōura Earthquake |
Alessandro Palermo |
264 |
QUANTIFYING THE SEISMIC RESILIENCE OF BRIDGES: A PATHWAY TOWARDS A RESILIENCE-BASED DESIGN |
Alessandro Palermo |
263 |
Quantifying resilience of damage-resistant technologies: framework for enhancing New Zealand’s bridges seismic performance. |
Alessandro Palermo |
262 |
Resilience-based design and damage-resistant technologies for an enhanced seismic performance of bridges |
Alessandro Palermo |
261 |
Low Damage Technologies and Resilience-Based Design for Concrete Bridges: Beyond Ductility Concepts |
Alessandro Palermo |
260 |
Comparison of horizontal ground displacements in Avonside area, Christchurch from air photo, LiDAR and satellite measurements regarding pipeline damage assessment |
Misko Cubrinovski |
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 |