634 |
USING DEM TO INVESTIGATE BOUNDARY CONDITIONS FOR ROCKING URM FAÇADES SUBJECTED TO EARTHQUAKE MOTION |
Dmytro Dizhur |
633 |
Influence of Biaxial Lateral Loading on Seismic Response of Reinforced Concrete Columns |
Ken Elwood |
632 |
Tsunami awareness and preparedness in Aotearoa New Zealand: the evolution of community understanding |
David Johnston |
631 |
Perceived uses and responses to Earthquake Early Warning in Aotearoa New Zealand |
David Johnston |
630 |
TENSION AND SHEAR ANCHORAGE SYSTEMS FOR LIMESTONE STRUCTURES |
Dmytro Dizhur |
629 |
Pull-out behaviour of near surface mounted steel wire rope bonded to clay-brick masonry |
Dmytro Dizhur |
628 |
Landscape change as a platform for environmental and social healing: a Māori perspective |
Matthew Hughes |
627 |
Using citizen data to understand earthquake impacts: Aotearoa New Zealand’s earthquake felt reports - overview and current research |
David Johnston |
626 |
Shear wave velocities of prominent geologic formations in the Nelson-Tasman region |
Liam Wotherspoon |
625 |
Ground Motion Simulation of Hypothetical Earthquakes in the Upper North Island of New Zealand |
David Dempsey |
624 |
Shaking table testing of two-storey as-built and retrofitted scaled buildings |
Dmytro Dizhur |
623 |
Modelling upper and lower bound force capacity of High Force to Volume lead extrusion dampers |
Geoffrey Rodgers |
622 |
Experimental investigation of the mechanical behaviour of gravel-granulated tyre rubber mixtures |
Alessandro Palermo |
621 |
Scrutiny of Input Motions for Effective Stress Analysis of Case-history Sites from the 2010-2011 Canterbury Earthquakes |
Misko Cubrinovski |
620 |
High-speed pullout behaviour of deep-mounted cfrp strips bonded with a flexible adhesive to clay brick masonry |
Jason Ingham |
619 |
Collapse Performance of Nominally Identical Non-Ductile Circular Columns Susceptible to Failure Mode Variability |
Ken Elwood |
618 |
Analysis of damage data collected for wine storage tanks following the 2013 and 2016 New Zealand earthquakes |
Dmytro Dizhur |
617 |
Numerical evaluation of a non-ductile RCFMI building subjected to the Canterbury, New Zealand Earthquakes: A case study of the St Elmo Courts building |
Jason Ingham |
616 |
CPT-based liquefaction case histories compiled from three earthquakes in Canterbury, New Zealand |
Misko Cubrinovski |
615 |
Evaluation and modification of geospatial liquefaction models using land damage observational data from the 2010-2011 Canterbury Earthquake Sequence |
Liam Wotherspoon |
614 |
'They're Going to arrive, ready or not': hill -based residents capacity to support evacuees |
Julia Becker |
613 |
Damage assessment of catwalks following the 2016 Kaikōura earthquake |
Dmytro Dizhur |
612 |
Pre-cast concrete spreader-walls to improve the reparability of RC frame buildings |
Tim Sullivan |
611 |
Experimental and numerical study of precast concrete columns assembled using hybrid bolted splice connections |
Jason Ingham |
610 |
Hybrid low-viscous-damping inelastic displacement ratios for seismic design and assessment of structures |
Tim Sullivan |
609 |
Formulation of localized damping models for large displacement analysis of single-degree-of-freedom inelastic systems |
Tim Sullivan |
608 |
Dynamic Behaviour of Ground Supported Rectangular Concrete Storage Tanks |
Jason Ingham |
607 |
Seismic fragility curves for stainless-steel wine storage tanks |
Dmytro Dizhur |
606 |
Qualifying the earthquake resilience of vernacular masonry buildings along the Himalayan arc’ |
Dmytro Dizhur |
605 |
Settling insurance claims with cash or repair and housing market recovery after an earthquake |
Ilan Noy |