Prediction of Time-dependent Deformations in Post-tensioned Concrete Suspended Slabs in Tall Buildings. The proposed project aims to develop an analytical model that can predict the time-dependent deformations in post-tensioned concrete slabs considering concrete shrinkage and creep, cracking, and bond-slip behaviour. Over the past several years, numerous cases have been reported in Australia and elsewhere, of flexural elements for which the calculated deflection is far less than the actual defl ....Prediction of Time-dependent Deformations in Post-tensioned Concrete Suspended Slabs in Tall Buildings. The proposed project aims to develop an analytical model that can predict the time-dependent deformations in post-tensioned concrete slabs considering concrete shrinkage and creep, cracking, and bond-slip behaviour. Over the past several years, numerous cases have been reported in Australia and elsewhere, of flexural elements for which the calculated deflection is far less than the actual deflection leading to serviceability problems. The significance of this investigation hence lies in its potential to provide a solution to more accurately predict service-life deflections in post-tensioned concrete suspended slabs and validate the model with real-life deflections monitored over time on a current building project.Read moreRead less
Development of Topological Optimisation Techniques for the Conceptual Design of Multi-storey Buildings. The building design process often begins with a case based preliminary design which derives its main parameters and features from a number of existing buildings of similar dimensions and functionality. This project aims to develop a design tool which incorporates two topological optimisation techniques in the conceptual design of multi-storey buildings. This design tool will enable inefficient ....Development of Topological Optimisation Techniques for the Conceptual Design of Multi-storey Buildings. The building design process often begins with a case based preliminary design which derives its main parameters and features from a number of existing buildings of similar dimensions and functionality. This project aims to develop a design tool which incorporates two topological optimisation techniques in the conceptual design of multi-storey buildings. This design tool will enable inefficient materials to be automatically removed from the design, thus producing a structurally efficient building system. At the same time, the new topologies generated by these optimisation techniques can be used by the designer to create innovative forms and layouts for the building.Read moreRead less
Efficient and Robust Bi-directional Evolutionary Structural Optimisation Method for Large-scale Three-dimensional Topological Design. Structural optimisation is a process of searching for the best shape and topology of an engineering structure which will consume the least amount of material or energy. This project aims to further investigate the Bi-directional Structural Optimisation (BESO) method which has recently been proposed by the applicant's team. New algorithms will be developed to subst ....Efficient and Robust Bi-directional Evolutionary Structural Optimisation Method for Large-scale Three-dimensional Topological Design. Structural optimisation is a process of searching for the best shape and topology of an engineering structure which will consume the least amount of material or energy. This project aims to further investigate the Bi-directional Structural Optimisation (BESO) method which has recently been proposed by the applicant's team. New algorithms will be developed to substantially improve the efficiency and robustness of the BESO method. The expected outcome of the project is a simple and effective optimisation technique that can be used for the conceptual design of a wide range of engineering structures.Read moreRead less