55 |
An evaluation of successfully seismically retrofitted URM buildings in New Zealand and their relevance to Australia |
Jason Ingham |
54 |
A multidisciplinary evaluation of URM buildings successfully retrofitted prior to the 2010/11 Canterbury earthquake sequence |
Jason Ingham |
53 |
Evaluation of seismically retrofitted masonry substation buildings |
Jason Ingham |
52 |
Ground motion simulations of Mw~8 earthquakes on the Alpine Fault for the CDEM 'Project AF8’ exercise |
Brendon Bradley |
51 |
Lateral spreading: Evidence and interpretation from the 2010-2011 Christchurch earthquakes |
Misko Cubrinovski |
50 |
Vulnerability assessment of unreinforced masonry churches following the 2010-2011 Canterbury (New Zealand) earthquake sequence |
Jason Ingham |
49 |
Simulation of shake table tests on out-of-plane masonry buildings. Part (I): Displacement-based approach using simple failure mechanisms |
Jason Ingham |
48 |
Investigation of shear wave velocity depth variability, site classification, and liquefaction vulnerability identification using a near-surface Vs model of Christchurch, New Zealand |
Brendon Bradley |
47 |
Development of a regional Vs30 model and typical Vs profiles for Christchurch, New Zealand from CPT data and a region-specific CPT-Vs correlation |
Brendon Bradley |
46 |
Strong ground motion characteristics observed in the 13 June 2011 Mw6.0 Christchurch, New Zealand earthquake |
Brendon Bradley |
45 |
Equivalent frame modelling of an unreinforced building with flexible diaphragms - A case study |
Jason Ingham |
44 |
Seismic assessment procedures for flexible timber diaphragms |
Jason Ingham |
43 |
‘Rehabilitation of earthquake damaged external RC beam-column joints by joint enlargement using prestressed steel angles |
Jason Ingham |
42 |
Dynamic Field Testing of a Three-Span Precast-Concrete Bridge |
Jason Ingham |
41 |
Vibration-based damage identification of an unreinforced house model |
Jason Ingham |
40 |
Seismic risk management of a large public facilities portfolio: a New Zealand case study |
Jason Ingham |
39 |
Seismic Assessment and Improvement of Unreinforced Stone Masonry Buildings: Literature Review and Application to New Zealand |
Jason Ingham |
38 |
Panel connection details in existing New Zealand precast concrete buildings |
Jason Ingham |
37 |
Building typologies and failure modes observed in the 2015 Gorkha (Nepal) earthquake |
Jason Ingham |
36 |
Experimental evaluation of seismically and non-seismically detailed external RC beam-column joints’, Journal of Earthquake Engineering |
Jason Ingham |
35 |
The effect of causal parameter bounds on PSHA-based ground motion selection |
Brendon Bradley |
34 |
The 2010-2011 Canterbury earthquake sequence: Environmental effects, seismic triggering thresholds and geologic legacy |
Matthew Hughes |
33 |
Ground motion simulations of damaging recent and future earthquakes using NeSI HPC resources |
Brendon Bradley |
32 |
Systematic vertical ground motion observations in the Canterbury earthquakes |
Brendon Bradley |
31 |
Characterizing GeoNet strong motion sites: Site metadata update for the 2015 Strong motion database |
Brendon Bradley |
30 |
Seismic performance and loss assessment of a typical New Zealand code-conforming reinforced concrete building |
Brendon Bradley |
29 |
Nationwide seismic hazard maps of New Zealand using recent developments in rupture forecast and ground motion prediction |
Brendon Bradley |
28 |
Simulation of strong asymmetrical vertical acceleration at Heathcote Valley in the 2010-2011 Canterbury earthquakes |
Brendon Bradley |
27 |
The Canterbury velocity model (CantVM) version 1. Computational implementation, south island extension, and integration within the UCVM framework |
Brendon Bradley |
26 |
Investigation of regional quality factors from a New Zealand-wide velocity model |
Brendon Bradley |