Now showing items 1-2 of 2
Beam column connections for multi-storey timber buildings
(University of Canterbury, 1992)
This report concerns the testing of 8 connections constructed using steel dowels epoxy bonded into glulam timber. Tests were conducted under simulated seismic loads. Three different types of connection were tested; epoxied ...
The dynamic behaviour of reinforced-concrete bridge piers subjected to New Zealand seismicity.
(University of Canterbury. Department of Civil Engineering, 1992)
This thesis is concerned with the behaviour of slender, circular, reinforced-concrete bridge piers in earthquake conditions. The behaviour of the constituent materials and the pier member as a whole were investigated. A ...