Optimization in the structural design of composite deck bridges.

dc.contributor.authorLungu, Chikumbuso
dc.date.accessioned2023-07-07T07:27:33Z
dc.date.available2023-07-07T07:27:33Z
dc.date.issued2023
dc.descriptionThesisen
dc.description.abstractThe study aimed at demonstrating the positive outcome of incorporating optimization techniques in the design procedure for designing steel-concrete composite bridges was conducted. Optimization algorithms have the capability of finding optimal or near optimal solutions in complex problems. In order to accomplish this task, a software known as COMPOPT, was developed in C# programming language to optimize composite bridge designs based on a classical method of optimization known as ‘direct search’. The software output was then compared to structural designs that would be obtained through the typical ‘traditional’ design procedure. Traditional design procedure is a term in this study that alludes to normal procedure of design that practicing structural engineers follow in the design process, including use of design aids such as structural analysis and design software like Prokon and Robot. In summary, the output structural designs from the developed C# application were compared to typical structural designs from selected practicing structural engineers in Zambia. The results showed that the design output from COMPOPT performed better than the typical designs on several key parameters. Keywords: Optimization Techniques; Direct search method; Steel-Concrete Composite Bridges; Bridge Optimization; COMPOPTen
dc.identifier.urihttp://dspace.unza.zm/handle/123456789/8059
dc.language.isoenen
dc.publisherThe University of Zambiaen
dc.subjectBridge optimization.en
dc.subjectDesigning steel bridges.en
dc.subjectComposite deck bridges.en
dc.titleOptimization in the structural design of composite deck bridges.en
dc.typeThesisen
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