| 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 |
| 604 |
Monotonic behaviour of post-installed mechanical anchors installed in prestressed concrete hollow-core floor units |
Jason Ingham |
| 603 |
Retrofitted URM cavity walls experimentally validated and a simplified out-of-plane assessment |
Dmytro Dizhur |
| 602 |
Influence of Mortar Strength on Diagonal Shear Failure Modes of Clay Brick Unreinforced Masonry Wall Panels |
Dmytro Dizhur |
| 601 |
Shear testing of URM wallettes retrofitted with NSM steel wire rope |
Dmytro Dizhur |
| 600 |
Improved Numerical Modelling of Soil-Structure Interaction Affected by Liquefaction |
Liam Wotherspoon |
| 599 |
Influence of extent of remedial ground densification on seismic site effects via 1-D and 2-D site response analyses |
Liam Wotherspoon |
| 598 |
Effect of soil dilatancy on surface foundations on dry sand |
Liam Wotherspoon |
| 597 |
On the use of within-event recorded ground motions in forensic analysis of sites in the near-source region |
SR Uma |
| 596 |
Experimental and numerical analysis of the lateral response of full-scale bridge piers |
Liam Wotherspoon |
| 595 |
Testing of URM wall-todiaphragm through-bolt plate anchor connections |
Dmytro Dizhur |
| 594 |
SEISMIC PERFORMANCE OF PRECAST HOLLOW-CORE FLOORS: PART 2- ASSESSMENT OF EXISTING BUILDINGS |
Ken Elwood |
