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 |
550 |
Hazard-consistent collapse risk assessment of steel moment frame buildings in Wellington |
Reagan Chandramohan |
549 |
Full-Scale Shaking Table Testing of A Low-Damage Steel Structure Using Resilient Slip Friction Joint. |
Gregory MacRae |
548 |
‘Rapid’ geophysical characterisation of New Zealand sedimentary basins using the horizontal-to-vertical spectral ratio method |
Liam Wotherspoon |
547 |
How would changes to serviceability limit state design criteria impact likely repair costs? |
Tim Sullivan |
546 |
Estimating yield rotation of concrete beam-column components |
Ken Elwood |
545 |
Do Axial Cyclic Tests on Boundary Zone Prisms Represent RC Walls Response? |
Rajesh Dhakal |
544 |
Scoping the potential for Earthquake Early Warning in Aotearoa New Zealand: A sectoral analysis |
Julia Becker |
543 |
Public Good Value: How can decision-makers recognise the full worth of heritage buildings? |
Bridgette Sullivan Taylor |
542 |
Improving Resilience: Changes in Earthquake Policy and Planning in New Zealand from 2000 to 2019. |
David Johnston |
540 |
Balancing (EQPB) Act: Heritage preservation, regulations and their impact on the future of small towns. |
Olga Filippova |