Engineering, Computer and Mathematical Sciences |
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School of Civil, Environmental and Mining EngineeringProject TitlesAn efficient beam finite element for vibration of fibre reinforced laminated composite beams of thin-walled open/closed sections Application of probabilistic approaches in studying damaged geotechnical structures Assessment of the accuracy of soil suction measurement Bending response of retrofitted RC beam using a finite element model based on nonlinear moment curvature relationship Climate change and the coast Confinement of high and ultra-high strength concrete with fibre reinforced polymer (FRP) composites Design of concrete-filled FRP tubes as earthquake-resistant columns for new construction Mitigation of blast effects on masonry structures Droughts in South Australia Ductile FRP retrofit of RC frames Durability of FRP plated RC members Estimation of storm properties from radar images FRP retrofit of brick masonry walls for earthquake loading Retrofitting of RC structural members against explosive loadings The impact of biofilm development on pipe roughness and system performance Improving low flow analysis and methods for drought management Improving the robustness and speed of solution algorithms for solving pipe network equations Incorporating sustainability into the design and operation of water distributions using multi-objective genetic algorithm optimisation Improving low flow analysis and methods for drought management Innovative water sensitive urban design (WSUD) strategies to promote sustainability Investigating new forms of Genetic Algorithms for solving large water distribution system optimisation problems with many decision variables and multiple constraints Modelling of residential footings on expansive soils Modelling shear interaction in steel concrete composite beam with shear connector Moisture diffusion through expansive soils Numerical modelling of foundation behaviour incorporating probability and risk evaluation Sand ripples under waves Seismic design of brick masonry building components Validation of the Generalised Kirsch Equations by three dimensional numerical stress modelling |
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