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
Light steel roof and wall systems under combined wind and bushfire actions. The project aims to investigate the complex behaviour of light cold-formed-steel roof and wall systems involving localized failures under the combined action of wind and bushfire using wind suction tests at elevated temperatures combined with advanced numerical modelling. It will generate new knowledge of the behaviour and strength of cold-formed-steel roof and wall systems under bushfire conditions. Expected outcomes in ....Light steel roof and wall systems under combined wind and bushfire actions. The project aims to investigate the complex behaviour of light cold-formed-steel roof and wall systems involving localized failures under the combined action of wind and bushfire using wind suction tests at elevated temperatures combined with advanced numerical modelling. It will generate new knowledge of the behaviour and strength of cold-formed-steel roof and wall systems under bushfire conditions. Expected outcomes include new design models for wind, bushfire and cold-formed-steel Standards. This will significantly improve the bushfire safety of buildings, since non-combustible steel roof and wall systems are used as building envelopes in bushfire prone areas, but are not designed to withstand recently discovered bushfire-enhanced winds.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.
Linkage Infrastructure, Equipment And Facilities - Grant ID: LE0775656
Funder
Australian Research Council
Funding Amount
$490,000.00
Summary
High Rate Testing System for Materials and Structures. Human or natural disasters such as terrorist attack or tsunami take place and they have catastrophic consequences, in terms of fatalities and psyche of fear among the population, as well as enormous financial loss. Vehicle accident is another example. In Australia, 1636 people were killed in 1481 road crashes, in 2005 alone. There is a great demand for research into devising novel materials and structures for optimum performance under such c ....High Rate Testing System for Materials and Structures. Human or natural disasters such as terrorist attack or tsunami take place and they have catastrophic consequences, in terms of fatalities and psyche of fear among the population, as well as enormous financial loss. Vehicle accident is another example. In Australia, 1636 people were killed in 1481 road crashes, in 2005 alone. There is a great demand for research into devising novel materials and structures for optimum performance under such circumstances. The proposed new high rate testing system will significantly advance research in this area. The facility will directly support a range of research projects in material and structural design in military and civil vehicles, aerospace industry and defence.Read moreRead less
Design of Welded Steel Tubular Connections. Steel tubes are widely used in building, road transportation, defence, recreation, and agriculture industries. The proposed program will develop static design procedures for welded tubular connections to ensure safe and economic structures. The program will also investigate the behaviour of a popular tubular connection utilizing very high strength steel tubes to extend the existing design scope and enhance the utilization of Australian produced innovat ....Design of Welded Steel Tubular Connections. Steel tubes are widely used in building, road transportation, defence, recreation, and agriculture industries. The proposed program will develop static design procedures for welded tubular connections to ensure safe and economic structures. The program will also investigate the behaviour of a popular tubular connection utilizing very high strength steel tubes to extend the existing design scope and enhance the utilization of Australian produced innovative tubular sections. The notch toughness of steel tubes will also be investigated to avoid fracture failure of welded connections under dynamic loading. The program will build strong ongoing collaboration between University of Toronto and Monash University.Read moreRead less
Interaction of Local and Distortional Buckling in Thin-Walled High Strength Steel Sections. Recent research at the University of Sydney has shown that the local and distortional buckling modes in thin-walled high strength steel sections may have adverse interaction. Cold-Formed steel sections of this type are used in residential construction, ceiling systems, partitioning systems in offices and other light gauge applications. The project will develop mathematical models of the interaction beha ....Interaction of Local and Distortional Buckling in Thin-Walled High Strength Steel Sections. Recent research at the University of Sydney has shown that the local and distortional buckling modes in thin-walled high strength steel sections may have adverse interaction. Cold-Formed steel sections of this type are used in residential construction, ceiling systems, partitioning systems in offices and other light gauge applications. The project will develop mathematical models of the interaction behaviour of sections of this type for a wide range of section geometries. A major outcome will be design methods which accurately quantify the interaction behaviour based on the models. Testing will be undertaken to support the theoretical developments and to calibrate the design models.Read moreRead less
Structural behaviour of innovative hollow flange steel members subject to local and lateral distortional buckling effects. This project will investigate the local and lateral distortional buckling behaviour of a new generation of innovative and cost-effective thin and high strength steel hollow flange sections (HFS) being developed using a unique dual weld and roll-forming technology. It will use experiments and advanced numerical modelling to develop fundamental behavioural and design data for ....Structural behaviour of innovative hollow flange steel members subject to local and lateral distortional buckling effects. This project will investigate the local and lateral distortional buckling behaviour of a new generation of innovative and cost-effective thin and high strength steel hollow flange sections (HFS) being developed using a unique dual weld and roll-forming technology. It will use experiments and advanced numerical modelling to develop fundamental behavioural and design data for HFS flexural members. Effects of web corrugations and punched holes will also be investigated. The research will enable innovative applications using HFS in the building industry in Australia and overseas. It will bring significant economic benefits to the industry partner, steel building industry, and Australia.Read moreRead less