| 70 |
Development of Loading Protocols for Quasi-Static Testing |
Ken Elwood |
| 69 |
EVALUATION OF LIQUEFACTION POTENTIAL OF PUMICEOUS DEPOSITS THROUGH FIELD TESTING |
Rolando Orense |
| 68 |
Modelling of two damaged unreinforced masonry buildings following the Canterbury earthquakes |
Dmytro Dizhur |
| 67 |
Experimental shear testing of unreinforced masonry wall panels |
Dmytro Dizhur |
| 66 |
How Prepared are Small Businesses for Another Earthquake Disaster in New Zealand? |
Temitope Egbelakin |
| 65 |
Performance of unreinforced masonry and infilled RC buildings during the 2015 Gorkha, Nepal earthquake sequence |
Dmytro Dizhur |
| 64 |
Shake table testing of retrofitted clay brick masonry chimneys |
Dmytro Dizhur |
| 63 |
Retrofitting URM cavity walls for out-of-plane composite behaviour |
Dmytro Dizhur |
| 62 |
Statistical seismic vulnerability of New Zealand unreinforced masonry churches |
Jason Ingham |
| 61 |
Characterisation of fibre rupture failure mode of bent fibre reinforced polymer (FRP) anchors |
Jason Ingham |
| 60 |
Fibre rupture tensile capacity of FRP straight anchors |
Jason Ingham |
| 59 |
TBD |
Jason Ingham |
| 58 |
TBD |
Jason Ingham |
| 57 |
Seismic performance of a retrofitted heritage unreinforced masonry building during the 2010/2011 Canterbury earthquakes |
Dmytro Dizhur |
| 56 |
Multi-disciplinary post-earthquake critique of unreinforced masonry substation retrofits |
Dmytro Dizhur |
| 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 |
