78 |
Long-Term Dynamic Characteristics Of A Pres-Lam Structure |
Tim Sullivan |
77 |
Are plans at fault? Understanding how active faults are incorporated into land use plans |
Wendy Saunders |
76 |
QuakeCoRE and OpenSees (Year 1): Optimisation of Source Code, Pre- and Post-Processing Tools, and Community Development |
Christopher McGann |
75 |
Building Resilience through Data: the Digital Integration and Visualisation EnMasse(DIVE) Platform |
Erica Seville |
74 |
Digital Integration and Visualisation EnMasse (DIVE) Platform Report 2 |
Erica Seville |
73 |
Data Integration and Visualisation:Prototyping the QuakeCoRE Data Platform for diverse needs |
Erica Seville |
72 |
Repair and Retesting of Lightly Reinforced Concrete Walls |
Ken Elwood |
71 |
Repaired Reinforced Concrete Walls and Lower-Damage Modifications |
Ken Elwood |
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 |