489 |
In-plane testing of URM wall panels retrofitted using timber strong-backs |
Dmytro Dizhur |
488 |
New Zealand ShakeOut 2018: tabulated results of a school survey. Lower Hutt (NZ) |
Julia Becker |
487 |
Sensitivity of 1-D ground motion predictions to analysis codes and material models using KiK-net vertical arrays |
Liam Wotherspoon |
486 |
URM cavity walls: Simple and experimentally proof-tested retrofit |
Dmytro Dizhur |
485 |
The 2016 Kaikōura Earthquake: Experiences of safety, evacuation and return for apartment dwellers in Te Whanganui-a-Tara, Aotearoa New Zealand |
Julia Becker |
484 |
A CPT-based effective stress analysis procedure for liquefaction assessment |
Misko Cubrinovski |
482 |
To cordon or not to cordon: the inherent complexities of post-earthquake cordoning learned from Christchurch and Wellington experiences, New Zealand |
David Johnston |
481 |
Integrated performance-based design framework for building-foundation systems |
Misko Cubrinovski |
480 |
LIQUEFACTION ASSESSMENT OF RECLAIMED LAND AT CENTREPORT, WELLINGTON |
Misko Cubrinovski |
479 |
Urban Transformation Trajectories of New Zealand’s Earliest Cities Undergoing Decline: Identifying Links to The Newly Enforced Building (Earthquake-Prone Buildings) Amendment Act 2016 |
Jason Ingham |
478 |
An iterative linear procedure using frequency-dependent soil parameters for site response analyses |
Liam Wotherspoon |
477 |
Hybrid Broadband Ground Motion Simulation Validation of Small Magnitude Earthquakes in Canterbury, New Zealand |
Brendon Bradley |
476 |
Seismic assessment methodology for corroded reinforced concrete buildings |
Allan Scott |
475 |
Material property testing for the refurbishment of a historic URM building in Yangon, Myanmar |
Dmytro Dizhur |
474 |
Generalised parametric functions and spatial correlations for seismic velocities in the Canterbury region from surface-wave-based site characterisation |
Brendon Bradley |
473 |
Influence of Damper Sub-System Stiffness on the Structural Performance of a System Equipped with a Viscous Damper |
Tim Sullivan |
472 |
Hybrid Broadband Ground Motion Simulation Validation of Small Magnitude Earthquakes in Canterbury, New Zealand |
Brendon Bradley |
471 |
NUMERICAL SEISMIC PERFORMANCE ASSESSMENT OF PRECAST PRE-STRESSED HOLLOW-CORE CONCRETE FLOORS |
Tim Sullivan |
470 |
A practice-oriented method for estimating elastic floor response spectra |
Reagan Chandramohan |
469 |
Influence of ground motion duration on the dynamic deformation capacity of reinforced concrete frame structures |
Tim Sullivan |
468 |
Basin effects and limitations of 1D site response analysis from 2D numerical models of the Thorndon Basin |
Brendon Bradley |
467 |
Structural evolution of the active Waimea- Flaxmore Fault System in the Nelson-Richmond urban area, South Island, New Zealand |
Brendon Bradley |
466 |
Natural hazard exposure assessments of New Zealand’s stopbank (levee) network: integrating a new stopbank inventory and recent seismic hazard models |
Liam Wotherspoon |
465 |
2D geotechnical site response analysis including soil heterogeneity and wave scattering |
Brendon Bradley |
464 |
Perceptions of aftershock advice and probabilities after the 2013 Cook Strait Earthquake, Aotearoa New Zealand |
Emma Hudson Doyle |
463 |
Engaging stakeholders in pre-event recovery planning: utilising a recovery capitals framework. |
David Johnston |
462 |
Risk judgments and social norms: Do they relate to preparedness after the Kaikōura earthquakes |
David Johnston |
461 |
Parametric Assessment of Equivalent Static Procedure Accounting for Foundation Pinning Effects in Analysis of Piled Bridge Abutments Subject to Lateral Spreading |
Christopher McGann |
460 |
Effect of Damper Sub-System Stiffness on the Response of a Single Degree of Freedom System Equipped with a Viscous Damper |
Tim Sullivan |
459 |
Developing a direct approach for estimating expected annual losses of Italian buildings |
Tim Sullivan |