Browsing by Title
Now showing items 1038-1057 of 1863
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Our old buildings can be safe in earthquake
(1979-12-31) -
Out-of-plane capacity of low-damage partition wall systems: the balance between maintaining robustness and allowing relative movement
(2024-04-09)The need for low-damage non-structural systems has been apparent following many major earthquakes, where significant damage has commonly been observed to the non-structural contents of buildings. Damage to non-structural ... -
Outlook for earthquake early warning for Aotearoa New Zealand: Insights from initiating a community-of-practice
(2021-04-14)A community-of-practice (CoP) is a community that comprises of members that build relationships with each other to create technical advancements motivated by shared goals. Establishing communities-of-practice has been ... -
Overview of strong-motion data from the Darfield earthquake
(2010-12-31) -
P-delta actions in seismic resistant structures
(1992-03-31) -
P-delta or P-theta analysis?
(2024-04-09)Engineers have methods to estimating the displacements of inelastically responding structures in earthquakes. Rules to estimate such displacements for a structure with a certain period, damping, and hysteretic behaviour ... -
Palmdale Bulge and its significance
(1978-09-30) -
Panel Discussion - Towards a Resilient Future
(2021-04-14)Many lessons have been learnt from the major earthquakes in the past that have helped New Zealand become more resilient to earthquakes. But society’s circumstances, perspectives, and expectations are ever changing. How do ... -
Panel Zone Strength in Moment Frames with Slabs
(2024-04-09)Despite the common occurrence of composite slabs in steel structures, they are often excluded from design considerations, which may lead to undesirable panel zone yielding due to increased demands. Through the utilisation ... -
Parallel scalability of OpenSees for 2D and 3D ground response analysis problems
(2021-04-14)This study investigates the parallel scalability of the OpenSees finite element analysis platform in the context of 2D and 3D ground response analyses. A series of 2D and 3D models ranging from 7500 to 480000 elements are ... -
Paroma building
(1979-03-31) -
Parts and portions of buildings
(1976-03-31) -
Parts, portions and secondary elements
(1977-06-30)