Browsing by Title
Now showing items 145-164 of 1863
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An inventory of unreinforced masonry churches in New Zealand
(2015-09-30) -
An overview of earthquake insurance in Japan
(1989-12-31) -
Analysis and design methods
(1985-12-31) -
Analysis for torsion employing provisions of NZRS 4203:1974
(1977-12-31) -
Analysis of dam response for foundation fault rupture
(2009-03-31) -
Analysis of Felt Detailed ‘Final Comments’ for the 2016 Kaikōura earthquake
(2024-04-09)The GeoNet “Felt Detailed” survey collects information about people’s experiences after earthquakes - from behavioural responses through to damage to buildings and infrastructure. One of the questions asked at the end of ... -
Analysis of microtremor records
(1973-09-30) -
Analysis of Site-Response Residuals from Empirical Ground-Motion Models to Account for Observed Sedimentary Basin Effects in Wellington, New Zealand
(2024-04-09)Analysis of prediction-observation residuals from the empirical ground motion models (GMMs) used in the 2022 New Zealand National Seismic Hazard Model (NZ NSHM) update indicates a general underprediction of ground motions ... -
Analytical modelling of infilled frame structures
(2000-03-31) -
Annexes G and H of the Dutch Seismic Practice Directive NPR9998
(2020-04-22)The province of Groningen in the north-east of the Netherlands is currently experiencing a period of induced seismicity as the result of sustained gas extraction from an underlying gas field. These anthropogenic earthquakes ... -
Applicability of existing CPT-Vs correlations to direct-push crosshole and cone penetration test data for shallow Holocene-aged New Zealand soil deposits
(2024-04-09)A number of empirical correlations have been proposed to estimate shear wave velocity (Vs) using cone penetration test (CPT) data as a result of the growing availability of global databases. The performance of four existing ... -
Application of Low Damage Tension Braces in Top Extensions of Existing Buildings: A Case Study for Seismic Upgrade
(2024-04-09)Tension-only braces are generally used as diagonal cross members (rods, flat bars or similar) to resist lateral loads. The application of these braces has been limited to low-rise buildings (generally up to two stories) ...