| 582 |
The past is key to the future; Collating historical cases of liquefaction to supplement liquefaction hazard assessments |
Sarah Bastin |
| 581 |
Incorporating societal expectations into seismic performance objectives in building codes |
Ken Elwood |
| 580 |
Tension and shear behaviour of anchorage systems in limestone structures |
Dmytro Dizhur |
| 579 |
Developing guidelines for the seismic assessment of glazing systems |
Rajesh Dhakal |
| 578 |
Improving Resilience? A Longitudinal Analysis of Land Use Policy and Planning for Earthquake Hazards in New Zealand, 2000-2016. |
Bridgette Sullivan Taylor |
| 577 |
Tension and shear behaviour of anchorage systems in limestone structures |
Dmytro Dizhur |
| 576 |
Unintended consequences of the earthquake-prone building legislation: An evaluation of two city centre regeneration strategies in New Zealand’s provincial areas |
Jason Ingham |
| 575 |
Observed and DEM simulated collapse of two-way spanning URM walls |
Dmytro Dizhur |
| 574 |
‘They’re gonna arrive, whether you’re ready orf not’: A study to understand the capacity of hill -based residents to support evacuated populations following an earthquake and tsunami at Napier, New Zealand. |
Julia Becker |
| 573 |
Identifying parameters for a performance-based framework to prioritise underutilised historical buildings for adaptive reuse in New Zealand |
Jason Ingham |
| 572 |
Simplified Mechanics-Based Approach for the Seismic Assessment of Corroded Reinforced Concrete Structures |
Allan Scott |
| 571 |
Measures to evaluate trip resilience on road networks following disasters |
Liam Wotherspoon |
| 570 |
Assessment of CPT-based liquefaction case histories from the 1987 Edgecumbe, New Zealand earthquake |
Liam Wotherspoon |
| 569 |
Incorporating Failure Mode Uncertainty into Probabilistic Assessment of RC Components |
Ken Elwood |
| 568 |
Valuing Voices: Sex workers’ experiences following the Canterbury earthquakes |
Julia Becker |
| 567 |
Geotechnical Characterization and Liquefaction Evaluation of Gravelly Reclamations and Hydraulic Fills (Port of Wellington, New Zealand) |
Misko Cubrinovski |
| 565 |
Liquefaction resistance of Christchurch sandy soils from direct simple shear tests |
Misko Cubrinovski |
| 564 |
Experimental Investigation into the Seismic Fragility of a Commercial Glazing System |
Rajesh Dhakal |
| 563 |
Axial Response of rectangular RC prisms representing the boundary elements of ductile concrete walls |
Rajesh Dhakal |
| 562 |
Damage to flat-based wine storage tanks I the 2013 and 2016 New Zealand earthquakes |
Dmytro Dizhur |
| 561 |
Influence of friction-bearing devices on seismic behavior of PC shear walls with end columns |
Jason Ingham |
| 560 |
Experimental Seismic Performance of Partly-Sliding Partition Walls |
Rajesh Dhakal |
| 559 |
Suitability of height amplification factors for seismic assessment of existing unreinforced masonry components |
Jason Ingham |
| 558 |
Characterisation of adaptive reuse stakeholders and the effectiveness of collaborative rationality towards building resilient urban areas |
Esther Aigwi |
| 557 |
A FRAMEWORK FOR THE SEISMIC RATING OF NON-STRUCTURAL ELEMENTS IN BUILDINGS |
Rajesh Dhakal |
| 556 |
EXPERIMENTAL INVESTIGATIONS INTO THE FRAGILITY OF COMMERCIAL GLAZING SYSTEMS IN NEW ZEALAND |
Rajesh Dhakal |
| 554 |
SHAKE TABLE TEST OF A FULL-SCALE LOW-DAMAGE CONCRETE WALL BUILDING |
Ken Elwood |
| 553 |
A simple method to predict floor response spectra for estimating demands on nonstructural components |
Reagan Chandramohan |
| 552 |
Validation of the Stress-Density Model for Liquefaction Analysis |
Connor Hayden |
| 551 |
Influence of ground motion duration on the dynamic deformation capacity of steel frame buildings |
Reagan Chandramohan |
