Earthquake protection of masonry buildings using fibre reinforced polymer strengthening. The importance of this research is highlighted, both nationally and internationally, by the work of the insurance industry which reported that the economic risk posed by a moderate earthquake in any of the capital cities in Australia is of the order of billions of dollars (Blong, 1993). For example, a 'design magnitude' earthquake in Sydney is predicted to cause, just in domestic construction, over $10 bill ....Earthquake protection of masonry buildings using fibre reinforced polymer strengthening. The importance of this research is highlighted, both nationally and internationally, by the work of the insurance industry which reported that the economic risk posed by a moderate earthquake in any of the capital cities in Australia is of the order of billions of dollars (Blong, 1993). For example, a 'design magnitude' earthquake in Sydney is predicted to cause, just in domestic construction, over $10 billion damage and more than 5000 deaths. Most of this damage would be associated with unreinforced masonry construction such as low-rise apartment buildings. The damage bill for the entire built environment (with business interruption costs) could easily be an order of magnitude greater.Read moreRead less
Ductile FRP retrofit of concrete frames subject to static and earthquake loading. Australia needs to spend at least $500 million annually on the repair and upgrading of concrete structures alone just to maintain our existing civil infrastructure. Furthermore, it has been estimated that more than 500 deaths and $10 billion damage will be caused by a moderate earthquake in Sydney or Melbourne. Most of this damage will be due to the collapse of buildings. This research will develop a new form of ....Ductile FRP retrofit of concrete frames subject to static and earthquake loading. Australia needs to spend at least $500 million annually on the repair and upgrading of concrete structures alone just to maintain our existing civil infrastructure. Furthermore, it has been estimated that more than 500 deaths and $10 billion damage will be caused by a moderate earthquake in Sydney or Melbourne. Most of this damage will be due to the collapse of buildings. This research will develop a new form of ductile plating that will reduce the cost of retrofitting concrete bridges and buildings. This project will also help train two PhD students and one Research Associate and further enhance the existing collaboration between Australia and Italy.Read moreRead less
A unified reinforced concrete model for flexure and shear. The catastrophic Minnesota River Bridge collapse in the USA in 2007 highlighted the importance of accurately assessing, maintaining, upgrading and prolonging the design life of our aging infrastructure. The problem, which is just as severe in Australia, is further exacerbated by increasing man-made (terrorist) hazards and natural hazards such as earthquake, tsunami, flood and bushfire. Reinforced concrete and composite steel-concrete st ....A unified reinforced concrete model for flexure and shear. The catastrophic Minnesota River Bridge collapse in the USA in 2007 highlighted the importance of accurately assessing, maintaining, upgrading and prolonging the design life of our aging infrastructure. The problem, which is just as severe in Australia, is further exacerbated by increasing man-made (terrorist) hazards and natural hazards such as earthquake, tsunami, flood and bushfire. Reinforced concrete and composite steel-concrete structures comprise a very large part of Australia's bridge and building infrastructure. This project will provide a safe and more economical tool for engineers to both extend the working-life of existing infrastructure and design new infrastructure.Read moreRead less
Development of innovative fibre reinforced polymer plating techniques to retrofit existing reinforced concrete structures. The demand for retrofitting reinforced concrete structures in Australia is estimated at $500 million per annum. However, with improved understanding of emerging retrofitting techniques the cost of retrofitting may be reduced. The innovative retrofitting techniques investigated in this project will address the shortcomings of existing techniques with particular emphasis on th ....Development of innovative fibre reinforced polymer plating techniques to retrofit existing reinforced concrete structures. The demand for retrofitting reinforced concrete structures in Australia is estimated at $500 million per annum. However, with improved understanding of emerging retrofitting techniques the cost of retrofitting may be reduced. The innovative retrofitting techniques investigated in this project will address the shortcomings of existing techniques with particular emphasis on the ductility of the system which is a particularly important characteristic when retrofitting for earthquake or explosive loads. It also reinforces Australia's high international standing in developing innovative retrofitting alternatives using advanced materials in this rapidly developing area.Read moreRead less
High-strength formwork systems. The project will lead to new formwork systems which are safer, stronger and quicker to erect. The systems will rely on scientific investigations to minimise the risk of structural collapse and associated cost to community. The systems are innovative and combine advanced technology to produce a superior product with strong export potential and capacity to raise the level of efficiency in the national market. The project will also develop advanced analysis and desig ....High-strength formwork systems. The project will lead to new formwork systems which are safer, stronger and quicker to erect. The systems will rely on scientific investigations to minimise the risk of structural collapse and associated cost to community. The systems are innovative and combine advanced technology to produce a superior product with strong export potential and capacity to raise the level of efficiency in the national market. The project will also develop advanced analysis and design methods for formwork systems which can be applied more generally to advance Australian engineers' position as world leaders in innovative structural design.Read moreRead less
Innovative concrete panels for resisting severe impulsive loading. Responding to the threat of terrorist attacks around the world, structural engineers are seeking new methods of assessment and prevention of damage to high-risk facilities. This project seeks to develop an innovative technology to enhance the performance of concrete panels subjected to severe impulsive loading through a comprehensive experimental and theoretical study. Different protective technologies using advanced materials in ....Innovative concrete panels for resisting severe impulsive loading. Responding to the threat of terrorist attacks around the world, structural engineers are seeking new methods of assessment and prevention of damage to high-risk facilities. This project seeks to develop an innovative technology to enhance the performance of concrete panels subjected to severe impulsive loading through a comprehensive experimental and theoretical study. Different protective technologies using advanced materials including steel fibres, reactive-powder concrete (RPC), fibre reinforced polymers (FRP) and the use of light-weight cellular concrete (CC) as a sacrificial layer will be studied. The outcomes of this study will be applicable to both new and existing structures.Read moreRead less
Risk Assessment and Mitigation of Blast Damage to Structural Systems. The cost of providing blast-resistant protective measures to potentially hundreds or thousands of existing buildings is immense and beyond the resources of government and society. The decision-making framework proposed herein provides a means to allocate funds to those buildings shown to have high risk of damage in the event of bomb blast. This will enable existing risks to be quantified and compared in a rational and consiste ....Risk Assessment and Mitigation of Blast Damage to Structural Systems. The cost of providing blast-resistant protective measures to potentially hundreds or thousands of existing buildings is immense and beyond the resources of government and society. The decision-making framework proposed herein provides a means to allocate funds to those buildings shown to have high risk of damage in the event of bomb blast. This will enable existing risks to be quantified and compared in a rational and consistent manner, thus ensuring that risk mitigation is maximised given expenditure of limited resources. Public safety will be governed by the extent and effectiveness of building protective measures. Lives will be saved, likelihood and extent of injury reduced and social and economic disruption minimised.Read moreRead less
Stochastic Modelling of Structural Facade Damage and Occupant Safety Risks Due to Explosive Blast Loading. The cost of providing blast protective measures to built infrastructure is immense and providing protective measures to potentially hundreds or thousands of existing buildings is immense and beyond the resources of government and society. The risk-based decision-making framework proposed herein allows damage and casualty risks to be quantified and compared in a rational and consistent manne ....Stochastic Modelling of Structural Facade Damage and Occupant Safety Risks Due to Explosive Blast Loading. The cost of providing blast protective measures to built infrastructure is immense and providing protective measures to potentially hundreds or thousands of existing buildings is immense and beyond the resources of government and society. The risk-based decision-making framework proposed herein allows damage and casualty risks to be quantified and compared in a rational and consistent manner, thus ensuring that risk mitigation is maximised given expenditure of limited resources. Clearly, maximising risk mitigation across a range of high risk buildings will minimise building damage, loss of life, business disruption and other economic and social impacts in the event of a severe bomb blast. Read moreRead less
Behaviour and innovative design of drive-in steel storage racks. Drive-in steel storage racks offer the most space-effective solution to storage needs. They have become increasingly sought after as population growth concentrates in the main Australian metropolitan areas, which is pushing up the cost of land and storage. However, the high failure rate of drive-in racking systems is costly to society, as they cause disruptions to our production and supply cycles, and lead to increased costs to Aus ....Behaviour and innovative design of drive-in steel storage racks. Drive-in steel storage racks offer the most space-effective solution to storage needs. They have become increasingly sought after as population growth concentrates in the main Australian metropolitan areas, which is pushing up the cost of land and storage. However, the high failure rate of drive-in racking systems is costly to society, as they cause disruptions to our production and supply cycles, and lead to increased costs to Australian industry and the consumer of the final product. There are great national benefits to be gained from developing innovative drive-in storage systems which have minimum risk of structural failure. Such systems will also enhance the international competitiveness of the Australian rack manufacturing industry.Read moreRead less
Seismic performance of concrete beam-slab-column systems constructed with a re-useable sheet metal formwork system. When designing for earthquake induced loading it is very important to know the ductility and any other inherent deficiencies in structural systems under lateral deflections. The main purpose of this application is to investigate the seismic performance of an efficient beam-slab-column system constructed with a re-useable sheet metal formwork system, Corcon, which is becoming popula ....Seismic performance of concrete beam-slab-column systems constructed with a re-useable sheet metal formwork system. When designing for earthquake induced loading it is very important to know the ductility and any other inherent deficiencies in structural systems under lateral deflections. The main purpose of this application is to investigate the seismic performance of an efficient beam-slab-column system constructed with a re-useable sheet metal formwork system, Corcon, which is becoming popular in Australia and overseas. The proposed research will ultimately lead to revised design guidelines for these systems, suitable for local and overseas practice where different levels of seismicity occur.
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