157 |
Performance of early masonry, cob and concrete buildings in the 14 November 2016 Kaikoura earthquake |
Dmytro Dizhur |
156 |
SEISMIC TESTING OF SUPPORT CONNECTIONS IN DEEP HOLLOW-CORE FLOOR UNITS |
Jason Ingham |
155 |
Damage to concrete buildings with precast floors during the 2016 Kaikoura earthquake |
Rick Henry |
154 |
Minimum vertical reinforcement for reinforced concrete walls: Theoretical requirements for walls with low and high ductility demands |
Rick Henry |
153 |
Computational modelling of a 4-storey post-tensioned concrete building subjected to shake table testing |
Rick Henry |
152 |
Numerical Modelling of Reinforced Concrete Walls with Minimum Vertical Reinforcement |
Rick Henry |
151 |
Cyclic testing of reinforced concrete walls with distributed minimum vertical reinforcement |
Rick Henry |
150 |
Document Axial elongation in ductile reinforced concrete walls |
Rick Henry |
149 |
Cyclic testing of unbonded post-tensioned concrete wall systems with and without supplemental damping |
Rick Henry |
148 |
Impacts of the 14th November 2016 Kaikoura earthquake on three waters systems in Wellington, Malborough and Kaikoura, New Zealand: preliminary observation |
Brendon Bradley |
147 |
Strong ground motion observations of engineering interest from the 14 November 2016 Mw7.8 Kaikoura, New Zealand earthquake |
Brendon Bradley |
146 |
Ground motion and site effect observations in the Wellington region from the 2016 Mw7.8 Kaikoura, New Zealand earthquake |
Liam Wotherspoon |
145 |
Incentives and motivators for improving building resilience to earthquake disasters |
Temitope Egbelakin |
144 |
Geotechnical aspects of the 2016 Kaikoura Earthquake on the South Island of New Zealand |
Christopher McGann |
143 |
In-Situ Testing of a Post Tensioned Seismically Retrofitted Full Scale Unreinforced Masonry Chimney |
Jason Ingham |
142 |
Influence of geometric, geologic, geomorphic and subsurface ground conditions on the accuracy of empirical models for prediction of lateral spreading |
Misko Cubrinovski |
141 |
Timber strong-backs as a cost-effective seismic retrofit method for URM buildings |
Dmytro Dizhur |
140 |
Shake table test of a structure retrofitted using 2-4 Direction Displacement Dependent (D3) viscous dampers |
Geoffrey Rodgers |
139 |
Peak floor accelerations in unreinforced masonry buildings with flexible diaphragms |
Jason Ingham |
138 |
Securing solutions for face-loaded clay brick URM walls |
Dmytro Dizhur |
137 |
Empirical vulnerability of reinforced concrete frame with masonry infill buildings in the Canterbury earthquake sequence |
Dmytro Dizhur |
136 |
Nonlinear finite element modelling of unreinforced masonry walls with openings subjected to in-plane shear |
Jason Ingham |
135 |
Parameter study to examine role of 3D geometric site effects on bridge foundation loads resulting from demands of liquefaction-induced lateral spreading |
Christopher McGann |
134 |
GEOLOGIC AND GEOMORPHIC INFLUENCES ON THE SPATIAL EXTENT OF LATERAL SPREADING IN CHRISTCHURCH, NEW ZEALAND |
Misko Cubrinovski |
133 |
Experience with Gel-Push Sampling in New Zealand |
Misko Cubrinovski |
132 |
Liquefaction Assessment |
Misko Cubrinovski |
131 |
Earthquake Geotechnical Engineering Module 3 - Liquefaction Hazards |
Misko Cubrinovski |
130 |
Earthquake Geotechnical Engineering Module 1 - Overview of the guidelines |
Misko Cubrinovski |
129 |
LIQUEFACTION CASE HISTORIES FROM WHAKATANE, NEW ZEALAND AS A RESULT OF THE 1987 EDGECUMBE EARTHQUAKE -- INSIGHTS FROM AN EXTENSIVE CPT DATASET AND PALEO-LIQUEFACTION TRENCHING |
Misko Cubrinovski |
128 |
Scoping Tourism dynamics post-quake: a module for MERIT. |
Caroline Orchiston |