| 108 |
Seismic restraints for clay brick URM parapets validated using shake-table testing |
Dmytro Dizhur |
| 107 |
Force based model for straight FRP anchors exhibiting fibre rupture failure mode |
Jason Ingham |
| 106 |
Effect of axial load on the seismic performance of large scale reinforced concrete walls |
Ken Elwood |
| 105 |
Draft framework for assessing residual capacity of earthquake-damaged concrete buildings |
Ken Elwood |
| 104 |
CHALLENGES AND PROGRESS TOWARD THE ASSESSMENT OF RESIDUAL CAPACITY FOR EARTHQUAKE-DAMAGED CONCRETE BUILDINGS |
Ken Elwood |
| 103 |
Large scale testing of Reinforced Concrete Walls with High Axial Loads |
Ken Elwood |
| 102 |
Out-of-Plane Behavior of Slender Reinforced Masonry Shear Walls under In-Plane Loading: Experimental Investigation |
Ken Elwood |
| 101 |
Out-of-Plane Dynamic Stability of Unreinforced Masonry Walls in One-Way Bending: Parametric Study and Assessment Guidelines |
Ken Elwood |
| 100 |
Out-of-Plane Dynamic Stability of Unreinforced Masonry Walls in One-Way Bending: Shake Table Testing |
Ken Elwood |
| 99 |
Aftershock Collapse Fragility Curves for Non-ductile RC Buildings: A Scenario-based Assessment |
Ken Elwood |
| 98 |
Empirical Damage Relationships and Benefit-Cost Analysis for Seismic Retrofit of URM Buildings |
Ken Elwood |
| 97 |
Out-Of-Plane Instability of Reinforced Masonry Uniaxial Specimens Under Reversed Cyclic Axial Loading |
Ken Elwood |
| 96 |
A Detailed Inventory of Non-Ductile Concrete Shear Wall Buildings |
Ken Elwood |
| 95 |
Factors Influencing Post-Earthquake Decisions on Buildings in Christchurch, New Zealand |
Ken Elwood |
| 94 |
Evaluation of liquefaction potential of pumiceous deposits through field testing |
Rolando Orense |
| 93 |
Exemplar seismic retrofits of Christchurch URM buildings |
Jason Ingham |
| 92 |
Testing and modelling the in-plane seismic response of clay brick masonry walls with boundary columns made of precast concrete interlocking blocks |
Jason Ingham |
| 91 |
Incorporating Soil Nonlinearity into Physics-Based Ground Motion Simulation through Site-Specific Ground Response Analysis |
Brendon Bradley |
| 90 |
A comparison of CPT-Vs correlations using a liquefaction case history database from the 2010-2011 Canterbury Earthquake Sequence |
Christopher McGann |
| 89 |
Ground motion observations from the 14 November 2016 Mw7.8 Kaikoura, New Zealand earthquake and insights from broadband simulations |
Brendon Bradley |
| 88 |
Comparison of CPT-Vs relations developed for loess and general Christchurch New Zealand soils using SCPTu |
Christopher McGann |
| 87 |
Guidance on the utilization of earthquake-induced ground motion simulations in engineering practice |
Brendon Bradley |
| 86 |
Amplification of strong ground motions at Heathcote Valley during the 2010-2011 Canterbury earthquakes: The role of 2D non-linear site response |
Brendon Bradley |
| 85 |
Amplification of strong ground motions at Heathcote Valley during the 2010-2011 Canterbury earthquakes: Observation and 1D site response analysis |
Seokho Jeong |
| 84 |
Characterisation of Heritage Masonry Construction in NSW - State heritage Register |
Jason Ingham |
| 83 |
Investigation of equivalent frame modelling for seismic analysis of unreinforced masonry buildings with flexible diaphragms |
Jason Ingham |
| 82 |
Parapets, politics, and making a difference: Lessons from Christchurch |
Ann Brower |
| 81 |
Building (Earthquake-Prone Building) Amendment Act 2016: Risk, Space, and the Authority to Govern |
Ann Brower |
| 80 |
Tremors and tenants: The effect of a natural disaster and policy changes on commercial office occupiers in New Zealand |
Olga Filippova |
| 79 |
Office market response to earthquake risk |
Olga Filippova |
