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 |
229 |
SAFEGUARDING AN IDENTITY CARVED IN STONE: HERITAGE CONSERVATION IN OAMARU, NEW ZEALAND |
Jason Ingham |
228 |
Unshaken: Retaining Architectural Qualities of Historic URM Churches and Church Precincts within the New Zealand Seismic Retrofit Process |
Jason Ingham |
227 |
Why are older inner-city buildings vacant? Implications for town centre regeneration |
Temitope Egbelakin |
226 |
Displacement-based design of soil-foundation-structure systems |
Misko Cubrinovski |
225 |
Effects of variation in loading protocol on the strength and deformation capacity of ductile reinforced concrete beams |
Ken Elwood |
224 |
Undisturbed sampling in pumiceous soils |
Mark Stringer |
223 |
Undisturbed sampling in pumiceous soils |
Mark Stringer |
222 |
Site period characteristics across the Canterbury region of New Zealand |
Liam Wotherspoon |
221 |
Seismic risk assessment of New Zealand URM church inventory |
Jason Ingham |
220 |
A Direct-Push Crosshole Test Method for the In-Situ Evaluation of High-Resolution P- and S-wave Velocity |
Liam Wotherspoon |
219 |
On-going Challenges in Physics-based Ground Motion Prediction and Insights from the 2010-2011 Canterbury and 2016 Kaikoura, New Zealand Earthquakes |
Brendon Bradley |
218 |
Introduction and overview of inspection methods for corroded reinforced concrete structures |
Lucas Hogan |