The Influence of Cement Type, Age and Curing Conditions on the Flexural Capacity of Masonry Walls. The use of cements containing waste products such as fly ash and blast surface slag has increased markedly. This has desirable environmental and economic consequences, but the influence of these cements on the bond strength of masonry constructed from mortars containing these cements is unknown and in urgent need of clarification. This investigation studies this effect as well as the influence of ....The Influence of Cement Type, Age and Curing Conditions on the Flexural Capacity of Masonry Walls. The use of cements containing waste products such as fly ash and blast surface slag has increased markedly. This has desirable environmental and economic consequences, but the influence of these cements on the bond strength of masonry constructed from mortars containing these cements is unknown and in urgent need of clarification. This investigation studies this effect as well as the influence of age and curing conditions on masonry flexural strength at both a fundamental and applied level, thus allowing the impact of the use of mortars containing these cements on actual building performance to be assessed.Read moreRead less
Improved seismic resilience against life-safety hazard of masonry buildings. This project aims to develop a cost-effective technique to mitigate the safety risk posed by the many unreinforced brick masonry parapets and walls which are vulnerable to seismic shock. Every Australian city has many streets lined with older unreinforced brick masonry buildings (now cafes, pubs, boutique shops) which feature parapets. The project will provide benefits to society by reducing the potential for parapet co ....Improved seismic resilience against life-safety hazard of masonry buildings. This project aims to develop a cost-effective technique to mitigate the safety risk posed by the many unreinforced brick masonry parapets and walls which are vulnerable to seismic shock. Every Australian city has many streets lined with older unreinforced brick masonry buildings (now cafes, pubs, boutique shops) which feature parapets. The project will provide benefits to society by reducing the potential for parapet collapse and therefore reduce the total number of fatalities in an earthquake. Building owners and engineers will be benefit from the design guidance provided by this project, which will lead to a suite of fully-tested and low-cost retrofit techniques.Read moreRead less
Improved analysis techniques for seismic assessment of unreinforced masonry buildings with flexible floor/roof diaphragms. A major international collaboration between researchers in Australia, New Zealand and Italy is underway to develop a method for structural engineers to determine which masonry buildings post a significant hazard to the public in the event of an earthquake such as that which struck the city of Christchurch.
Safeguarding Australia’s heritage masonry buildings from earthquake attack. The project aims to improve the guidance provided in Australian and New Zealand design codes for the seismic capacity assessment of heritage masonry buildings. The majority of culturally significant heritage buildings in Australia are constructed of unreinforced masonry, and all of these buildings were erected before seismic design guidelines or requirements existed. The risk posed by earthquakes to these important build ....Safeguarding Australia’s heritage masonry buildings from earthquake attack. The project aims to improve the guidance provided in Australian and New Zealand design codes for the seismic capacity assessment of heritage masonry buildings. The majority of culturally significant heritage buildings in Australia are constructed of unreinforced masonry, and all of these buildings were erected before seismic design guidelines or requirements existed. The risk posed by earthquakes to these important buildings is significant – as highlighted by the 2011 Christchurch earthquake where both major cathedrals in the city were heavily damaged. The project aims to develop an analysis and design method that accounts for the material properties and non-typical structural layouts used in heritage stone and clay brick masonry buildings that are most relevant to seismic response.Read moreRead less
Discovery Early Career Researcher Award - Grant ID: DE180101593
Funder
Australian Research Council
Funding Amount
$359,446.00
Summary
Seismic evaluation of non-structural unreinforced masonry components. This project aims to reduce earthquake risk posed by unreinforced masonry buildings. The project will use integrated experimental and numerical research to understand the dynamic interaction between timber floors, roofs and walls. New knowledge about this interaction will enable economical and safe earthquake design methods to be used for unreinforced masonry buildings.
Use of rammed earth in Aboriginal communities of Australia. An exhaustive set of engineering and construction guidelines for rammed earth will be elaborated in order to produce affordable, safe and cost-effective houses in Aboriginal areas of Australia. The outcome of this project is the production of a 'Proposal Form for Standards Development' for rammed earth to be submitted to Standards Australia.