| 307 |
Seismic Vulnerability Assessment of Two Nepalese Rana Palaces |
Dmytro Dizhur |
| 306 |
Seismic behavior of RC columns flexurally strengthened with FRP sheets and FRP anchors |
Jason Ingham |
| 305 |
Numerical Modeling Strategies for In-Plane Behavior of Straight Sheathed Timber Diaphragms |
Dmytro Dizhur |
| 304 |
In-plane strengthening of clay brick and block masonry walls using textile reinforced mortar |
Dmytro Dizhur |
| 303 |
Seismic structural assessment of the Christchurch Catholic Basilica, New Zealand |
Jason Ingham |
| 302 |
Seismic vulnerability assessment for precincts of unreinforced masonry buildings in New Zealand and Australia |
Shannon Abeling |
| 301 |
Passive Direction Displacement Dependent Damping (D3) Device |
Geoffrey Rodgers |
| 300 |
Improving Earthquake Resilience in Provincial Towns: Adaptive Reuse and Town Centre Regeneration Approach - Whanganui Case Study |
Temitope Egbelakin |
| 299 |
ONE WAY BENDING CAPACITY PREDICTION OF UNREINFORCED MASONRY WALLS WITH VARYING CROSS SECTION CONFIGURATIONS |
Jason Ingham |
| 298 |
Post-earthquake damage simulation of two colonial unreinforced clay brick masonry buildings using the equivalent frame approach |
Dmytro Dizhur |
| 297 |
A decision-support algorithm for post-earthquake water services recovery and its application to the 2011 February Mw 6.2 Christchurch earthquake |
Brendon Bradley |
| 296 |
Project AF8: Developing a coordinated, multi-agency response plan for a future great Alpine Fault earthquake |
Brendon Bradley |
| 295 |
From the 1988 Udaypur to the 2015 Gorkha earthquake, Nepal and beyond |
Jason Ingham |
| 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 |
