| 327 |
Seismic performance of reinforced concrete with masonry infill buildings in the 2010/2011 Canterbury, New Zealand earthquakes |
Dmytro Dizhur |
| 326 |
Classical temples and industrial stores: Survey analysis of historic unreinforced masonry (URM) precincts to inform urban seismic risk mitigation |
Caroline Orchiston |
| 325 |
Infrastructure Failures and Recovery from an Alpine Fault Earthquake Scenario |
Liam Wotherspoon |
| 324 |
LIQUEFACTION CASE HISTORIES FROM THE 1987 EDGECUMBE EARTHQUAKE -- INSIGHTS FROM AN EXTENSIVE CPT DATASET AND PALEO-LIQUEFACTION TRENCHING |
Sarah Bastin |
| 323 |
Quantifying the effects of epoxy repair of reinforced concrete plastic hinges |
G Charles Clifton |
| 322 |
Insuring Earthquakes: How Would the Californian and Japanese Insurance Programs Have Fared after the 2011 New Zealand Earthquake? |
Ilan Noy |
| 321 |
Experimental Earthquake Response of Two-Storey Scaled URM Buildings |
Dmytro Dizhur |
| 320 |
A Multi-Disciplinary Tool for Evaluating Seismic Strengthening Design of Heritage Buildings - A Case Study”. |
Dmytro Dizhur |
| 319 |
Enabling Earthquake Resilience: A Multi-criteria Decision-Making Adaptive Reuse Framework |
Jason Ingham |
| 318 |
Predicted versus experimental out-of-plane force-displacement behaviour of unreinforced masonry walls |
Dmytro Dizhur |
| 317 |
Topographic Amplification of Ground Motions in Mt. Pleasant, Christchurch, New Zealand: An Experimental Study |
Brendon Bradley |
| 316 |
Ambient vibration tests on New Zealand unreinforced masonry churches using low cost sensors |
Jason Ingham |
| 315 |
Out-of-plane behaviour of in-plane damaged masonry infills strengthened using fibre reinforced matrix |
Jason Ingham |
| 314 |
URM wall‐to‐diaphragm and timber joist connection testing |
Dmytro Dizhur |
| 313 |
Architectural heritage conservation of historic URM precincts on the West Coast of New Zealand |
Jason Ingham |
| 312 |
Numerical study on partially‐reinforced semi‐dressed stone masonry for build‐back better in Nepal |
Dmytro Dizhur |
| 311 |
Nonlinear finite element analysis of an unreinforced masonry building damaged in the 2010‐2011 Christchurch earthquake swarm’ |
Dmytro Dizhur |
| 310 |
Fostering the resilience of heritage buildings in New Zealand: Potentialities of decision support systems |
Nick Horspool |
| 309 |
Timber, tin and masonry: Early lessons in seismic risk mitigation in Whanganui, New Zealand |
Jason Ingham |
| 308 |
Out-of-plane Proof Testing of Masonry Infill Walls |
Dmytro Dizhur |
| 307 |
Seismic Vulnerability Assessment of Two Nepalese Rana Palaces |
Dmytro Dizhur |
| 306 |
Seismic behavior of RC columns flexurally strengthened with FRP sheets and FRP anchors |
Jason Ingham |
| 305 |
Numerical Modeling Strategies for In-Plane Behavior of Straight Sheathed Timber Diaphragms |
Dmytro Dizhur |
| 304 |
In-plane strengthening of clay brick and block masonry walls using textile reinforced mortar |
Dmytro Dizhur |
| 303 |
Seismic structural assessment of the Christchurch Catholic Basilica, New Zealand |
Jason Ingham |
| 302 |
Seismic vulnerability assessment for precincts of unreinforced masonry buildings in New Zealand and Australia |
Shannon Abeling |
| 301 |
Passive Direction Displacement Dependent Damping (D3) Device |
Geoffrey Rodgers |
| 300 |
Improving Earthquake Resilience in Provincial Towns: Adaptive Reuse and Town Centre Regeneration Approach - Whanganui Case Study |
Temitope Egbelakin |
| 299 |
ONE WAY BENDING CAPACITY PREDICTION OF UNREINFORCED MASONRY WALLS WITH VARYING CROSS SECTION CONFIGURATIONS |
Jason Ingham |
| 298 |
Post-earthquake damage simulation of two colonial unreinforced clay brick masonry buildings using the equivalent frame approach |
Dmytro Dizhur |
