| 294 |
Evaluation of design modifications for enhanced repairability of reinforced concrete walls |
Ken Elwood |
| 293 |
Casualty estimation from falling masonry debris based on 2010/2011 Canterbury Earthquake damage |
David Johnston |
| 292 |
Oamaru Heritage Precinct - Future Thinking for a Thriving Community: Workshop Report |
Caroline Orchiston |
| 291 |
Seismic Behavior of a Self-Centering System with 2-4 Viscous Damper |
Geoffrey Rodgers |
| 290 |
The Silent Assassin: Business Demand Changes Following Disaster |
Support Team |
| 289 |
Project AF8: developing a coordinated, multi-agency response plan for a future great Alpine Fault earthquake. |
Caroline Orchiston |
| 288 |
Two storey perforated URM wall subjected to cyclic lateral loading |
Jason Ingham |
| 287 |
A Methodology for Benchmarking Loss Predictions of the FEMA P-58 Seismic Performance Assessment Procedure |
Brendon Bradley |
| 286 |
Earthquake-Strengthening Policy for Commercial Buildings in Small-Town New Zealand |
Ilan Noy |
| 285 |
Heritage hotel case study: Seismic retrofit of an unreinforced masonry building prior to the Canterbury earthquakes |
Jason Ingham |
| 284 |
Bond slip behaviour of deep mounted carbon fibre reinforced polymer strips confined with a ductile adhesive in clay brick masonry |
Jason Ingham |
| 283 |
In-situ earthquake testing and securing of domestic URM chimneys |
Jason Ingham |
| 282 |
Comparison between predicted URM wall out-of-plane displacement-based performance and in situ proof test results |
Jason Ingham |
| 281 |
Options for simplified loss assessment |
Tim Sullivan |
| 280 |
Development of cladding contribution functions for seismic loss estimation |
Tim Sullivan |
| 279 |
Evaluation of fragility functions with potential relevance for use in New Zealand |
Tim Sullivan |
| 278 |
DISCRETE ELEMENT MODELING OF A TWO STOREY UNREINFORCED MASONRY SCALED MODEL |
Jason Ingham |
| 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 |
