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Socio-Economic Objective : Housing
Field of Research : Structural Engineering
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  • Funded Activity

    Linkage Projects - Grant ID: LP0347657

    Funder
    Australian Research Council
    Funding Amount
    $190,000.00
    Summary
    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.
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    Funded Activity

    Discovery Projects - Grant ID: DP0986575

    Funder
    Australian Research Council
    Funding Amount
    $330,000.00
    Summary
    An Integrated Thermal and Structural Investigation for the Development of Innovative Lightweight Cold-formed Steel Wall and Floor Systems under Fire Conditions. This research will benefit the Australian building industry by providing a set of design rules that will not only enhance the fire safety standards but also the structural robustness of steel construction, thereby resulting in a reduction in loss of lives and property due to natural or man-made disasters. This will give Australian manufa .... An Integrated Thermal and Structural Investigation for the Development of Innovative Lightweight Cold-formed Steel Wall and Floor Systems under Fire Conditions. This research will benefit the Australian building industry by providing a set of design rules that will not only enhance the fire safety standards but also the structural robustness of steel construction, thereby resulting in a reduction in loss of lives and property due to natural or man-made disasters. This will give Australian manufacturers a leading edge both nationally and internationally in developing innovative prefabricated fire resistant LSF wall and floor systems using high strength steels. Australians have an opportunity to become world leaders in fire research and LSF construction. It will provide valuable research training to young Australians and will contribute to the protection of Australia's critical infrastructure.
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    Funded Activity

    Linkage Projects - Grant ID: LP0669668

    Funder
    Australian Research Council
    Funding Amount
    $210,000.00
    Summary
    Structural Behaviour of Innovative LiteSteel Beams, their Design Improvements and Applications. This project will develop a significant knowledge base, accurate design models and innovative application methods for the new LSB, which will be fully used by the collaborating partner in marketing them in Australia and overseas. Both construction and manufacturing industry sectors will benefit through the increased use of the innovative and lightweight hollow flange sections. Using the new sections a .... Structural Behaviour of Innovative LiteSteel Beams, their Design Improvements and Applications. This project will develop a significant knowledge base, accurate design models and innovative application methods for the new LSB, which will be fully used by the collaborating partner in marketing them in Australia and overseas. Both construction and manufacturing industry sectors will benefit through the increased use of the innovative and lightweight hollow flange sections. Using the new sections and the wealth of design information from this research, Australian engineers can develop cost-effective and safer building systems. Community at large, in particular rural and regional communities will gain through cheaper building systems, additional employment in LSB manufacturing and design, and opportunities locally and overseas.
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    Funded Activity

    Discovery Projects - Grant ID: DP0559383

    Funder
    Australian Research Council
    Funding Amount
    $178,000.00
    Summary
    An Investigation into the Behaviour of Light Gauge Steel Structures under Fire Conditions. This research will clearly result in a major national benefit with potential reduction in loss of life, loss of property and reduced insurance rates with improved fire resistant construction. Australian maufacturers will have a leading edge internationally with the use of high strength steels. There is an opportunity for Australia to become a world leader in an area of fire research. The project will assis .... An Investigation into the Behaviour of Light Gauge Steel Structures under Fire Conditions. This research will clearly result in a major national benefit with potential reduction in loss of life, loss of property and reduced insurance rates with improved fire resistant construction. Australian maufacturers will have a leading edge internationally with the use of high strength steels. There is an opportunity for Australia to become a world leader in an area of fire research. The project will assist in developing fire resistant prefabricated building systems. In also provides valuable research training to young Australians. Most importantly it will contribute to Australia's major initiatives in protecting its critical infrastructure.
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    Funded Activity

    Linkage - International - Grant ID: LX0560474

    Funder
    Australian Research Council
    Funding Amount
    $52,450.00
    Summary
    Displacement-based assessment of the seismic resistance of unreinforced masonry buildings. Earthquakes have caused over $1,000 billion of damage and more than 100,000 deaths in the last decade. This devastation occurred mainly in unreinforced brick masonry (URM) buildings which constitute the bulk of the domestic building stock in low seismicity regions, including Australia. These buildings were designed to resist forces, not the displacements, caused by earthquake ground shaking. This projec .... Displacement-based assessment of the seismic resistance of unreinforced masonry buildings. Earthquakes have caused over $1,000 billion of damage and more than 100,000 deaths in the last decade. This devastation occurred mainly in unreinforced brick masonry (URM) buildings which constitute the bulk of the domestic building stock in low seismicity regions, including Australia. These buildings were designed to resist forces, not the displacements, caused by earthquake ground shaking. This project will develop a new displacement-based method for assessing the earthquake resistance of URM buildings. Research outcomes will be in the form of improved analytical methods for the design of new buildings and the seismic assessment and retrofit of existing buildings.
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    Funded Activity

    Discovery Projects - Grant ID: DP1094401

    Funder
    Australian Research Council
    Funding Amount
    $270,000.00
    Summary
    Topological Optimization of Load-carrying Structural Systems with Repetitive Geometrical Patterns. Periodic structures are increasingly used in the design of the structural systems or sub-systems of buildings, bridges, aircraft, motor vehicles etc. The duplication of identical or similar modules significantly reduces the production cost and greatly simplifies the assembly process. In many cases periodic structures are also selected for their distinctive aesthetic appeal. The proposed research wi .... Topological Optimization of Load-carrying Structural Systems with Repetitive Geometrical Patterns. Periodic structures are increasingly used in the design of the structural systems or sub-systems of buildings, bridges, aircraft, motor vehicles etc. The duplication of identical or similar modules significantly reduces the production cost and greatly simplifies the assembly process. In many cases periodic structures are also selected for their distinctive aesthetic appeal. The proposed research will develop advanced techniques for the optimal design of such structures. The new design tool will enable Australian engineers and architects to create innovative and efficient structural systems for a wide range of applications and to become involved in high profile international projects.
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    Funded Activity

    Linkage Projects - Grant ID: LP0989424

    Funder
    Australian Research Council
    Funding Amount
    $243,000.00
    Summary
    Optimisation of Building Structures Considering Wind Loading. Wind loading is a dominant factor that should be carefully considered and resourcefully exploited in the design of building structures. The ever-taller buildings proposed around the world have presented a major challenge and opportunity in the pursuit of new techniques and materials. The proposed research will improve the competitiveness and productivity of the Australian building design industry by establishing a cutting-edge compute .... Optimisation of Building Structures Considering Wind Loading. Wind loading is a dominant factor that should be carefully considered and resourcefully exploited in the design of building structures. The ever-taller buildings proposed around the world have presented a major challenge and opportunity in the pursuit of new techniques and materials. The proposed research will improve the competitiveness and productivity of the Australian building design industry by establishing a cutting-edge computer-automated design tool for creating innovative building systems that can resist wind loading effectively and efficiently. The developed technology will result in significant enhancement of the performance and safety of buildings, and substantial reduction of construction materials and costs.
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    Funded Activity

    Linkage Projects - Grant ID: LP0349048

    Funder
    Australian Research Council
    Funding Amount
    $257,000.00
    Summary
    Development of sophisticated structural design guidelines for the new building product known as Rapidwall. Rapidwall is an Australian made new composite building product made from formulated gypsum plaster and glass-fibre. This is a high-tech building product that has huge potential to be developed into a dominant building material in the future. It is economic, labor effective, eco-friendly, structural sound and fire, thermal resistant and has many advantages over the existing building material .... Development of sophisticated structural design guidelines for the new building product known as Rapidwall. Rapidwall is an Australian made new composite building product made from formulated gypsum plaster and glass-fibre. This is a high-tech building product that has huge potential to be developed into a dominant building material in the future. It is economic, labor effective, eco-friendly, structural sound and fire, thermal resistant and has many advantages over the existing building materials, such as concrete, steel and masonry. The lack of a technical design guidelines has fundamentally obstructed it from expanding its market share both in Australia and overseas. This proposal aims at developing a structural design manual for the new product.
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    Funded Activity

    Discovery Projects - Grant ID: DP0559405

    Funder
    Australian Research Council
    Funding Amount
    $178,000.00
    Summary
    Development of Robust Control Systems for Magneto-Rheological Fluid-Based Smart Structures. Possessing the ability to withstand such destructive dynamic loading as gusty winds, fierce waves, and earthquakes, the smart structures of the future will enjoy the unprecedented safety and comfort bringing to their occupants and contents. This will directly benefit Australians. The development of the smart structure technology will also give domestic consultants the ability to compete internationally .... Development of Robust Control Systems for Magneto-Rheological Fluid-Based Smart Structures. Possessing the ability to withstand such destructive dynamic loading as gusty winds, fierce waves, and earthquakes, the smart structures of the future will enjoy the unprecedented safety and comfort bringing to their occupants and contents. This will directly benefit Australians. The development of the smart structure technology will also give domestic consultants the ability to compete internationally, resulting in obvious economic dividends and advantages benefiting Australia. Moreover, a successful effort leading to a major breakthrough of the important area of seismic protection research will have a significant impact far beyond the border of this country.
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    Funded Activity

    Linkage Projects - Grant ID: LP0347274

    Funder
    Australian Research Council
    Funding Amount
    $83,562.00
    Summary
    Behaviour of anchors in post-tensioned high-strength concrete slabs. Recently High-strength concrete(HSC) was introduced to minimise the time required for stressing the tendons in post-tensioned construction(PC), which is the preferred construction method for long span slabs in Australia and overseas. Although HSC is an obvious choice for this application, many failures have been observed in the live and dead end anchors of PC slabs and there is in fact very little understanding of relationships .... Behaviour of anchors in post-tensioned high-strength concrete slabs. Recently High-strength concrete(HSC) was introduced to minimise the time required for stressing the tendons in post-tensioned construction(PC), which is the preferred construction method for long span slabs in Australia and overseas. Although HSC is an obvious choice for this application, many failures have been observed in the live and dead end anchors of PC slabs and there is in fact very little understanding of relationships between specified concrete properties and performance. Through a systematic experimental and theoretical study, the behaviour of anchor regions of these slabs, including the reasons for failure will be investigated.
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