Browsing New Zealand Society for Earthquake Engineering by Title
Now showing items 395-414 of 1863
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Deformability of lap splices in RC structural walls
(2023-04-19)Severe structural damage associated with lap splices located near the foundation of reinforced concrete (RC) structural walls has been recorded in the field after recent major earthquakes in Chile, New Zealand, and Taiwan. ... -
Depth and Shape of the Basement Surface Beneath Wellington City, Based on Gravity and Seismic Constraints
(2022-04-27)A new basin-depth map for the Wellington Central Business District shows a maximum depth of 540 m near the Wellington Stadium. This is twice that previously proposed. Our new basin geometry constraints are from a residual ... -
Design Considerations for Buckling Restrained Braces in Timber Frames Subject to Out of Plane Deformations
(2023-04-19)The introduction of using steel buckling restrained braces (BRBs) has proven to greatly improve the in-plane seismic performance of timber structures. However, little is understood about the performance of BRBs subject to ... -
Design for low/moderate seismic risk
(2000-09-30) -
Design ground motions near active faults
(2009-03-31) -
Design lessons from recent destructive earthquakes
(1971-06-30) -
Design loadings
(1976-03-31) -
Design loads
(1970-09-30) -
Design of base-isolated buildings
(2015-06-30) -
Design of beam-column joints
(1977-12-31) -
Design of Mixed Angle Screw CLT Hold-Down Connections to New Zealand Timber Standards
(2023-04-19)Mixed angle screws provide a strong, stiff, and ductile hold-down solution for high-capacity Cross Laminated Timber (CLT) shear walls. Timber is an inherently brittle material and most inelastic responses in timber structures ... -
Design of seismic resistant prestressed concrete structures
(1976-09-30) -
Design of shear walls for seismic resistance
(1977-03-31) -
Design of the Ashburton District Council Civic Centre: A steel designers' learnings from an engineered timber building design
(2021-04-14)This paper discusses the learnings from the structural engineering for the Ashburton District Council (ADC) Civic Centre. The building was initially steel but after consulting with the Ashburton community an alternative ... -
Design of RSFJ Self-centring Brace for Ultimate Limit State
(2021-04-14)In previous studies, it was shown that the RSFJ brace assembly is prone to elastic buckling for which a new mechanism composed of two telescopic sections was introduced as a remedy to increase the elastic buckling load, ...