Browsing New Zealand Society for Earthquake Engineering by Title
Now showing items 921-940 of 1863
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Magnitudes of New Zealand earthquakes, 1901-1993
(1998-12-31) -
Mainstreaming building code practice and risk management principles towards disaster risk reduction
(2022-04-27)Global disaster impacts on the built environment have triggered the call for an operational disaster risk reduction (DRR). The application of building code requirements has shown an acceptable means of minimizing disaster ... -
Managing Seismic Risk across Process and Manufacturing Facilities
(2021-04-14)To manage seismic risk at large Process and Manufacturing Facilities requires a PCBU to understand the compliance requirements from legislation. However this is not an easy task as there are multiple Acts, Regulations, ... -
Marmara Sea earthquake reconnaissance report
(2000-06-30) -
Masonry construction for earthquake
(1968-06-30) -
Masonry infill panels subjected to cyclic in-plane loading
(1976-06-30) -
Masonry performance in earthquakes
(1974-12-31) -
Materials and workmanship
(1985-12-31) -
Maximum yield stress in reinforced concrete frames
(1969-09-30) -
May 24, 1968 at Inangahua Junction
(1969-03-31) -
Mechanical Anchor Supplementary Shear Reinforcing as a Retrofit Technique for Hollowcore Floors
(2022-04-27)Hollowcore floor systems have been prevalent in New Zealand construction since the 1980s. The susceptibility of these elements to fail under seismic action has been highlighted through numerous post-earthquake observations, ... -
Mechanical strain gauge measurements at Te Marau
(1986-06-30) -
Meet EDDIE – QuakeCoRE’s new earthquake test dummy
(2023-04-19)Until recently there has been limited understanding of the relationship between behaviour during earthquake shaking and risk of injury. Studying human behaviour during shaking is important, however, because with a better ... -
Method for the explicit consideration of ground motion duration in NZS 1170.5
(2023-04-19)Recent studies have demonstrated that longer earthquake ground motion duration can reduce structural deformation capacity and increase collapse risk. This study introduces a method to explicitly account for such effects ...