Design of timber-concrete composite floors

dc.contributor.authorLuetje, George
dc.date.accessioned2025-04-15T20:39:09Z
dc.date.available2025-04-15T20:39:09Z
dc.date.graduationmonthMay
dc.date.issued2025
dc.description.abstractTimber-concrete composite (TCC) floors use composite action to achieve higher strength and longer spans compared to timber structures. This report investigates the design and performance of TCC floors in accordance with published design guides and references. The design methods of the connections between timber and concrete are discussed. The report also compares the design of a typical bay using TCC, concrete, and timber structures. A comparative analysis is performed on the flexural strength, shear strength, deflection, total thickness, and material cost of the three. Results show that TCC floors can achieve similar strengths to the other floors while having a smaller thickness.
dc.description.advisorBill Zhang
dc.description.degreeMaster of Science
dc.description.departmentDepartment of Architectural Engineering
dc.description.levelMasters
dc.identifier.urihttps://hdl.handle.net/2097/44927
dc.language.isoen_US
dc.subjectTimber-Concrete Composites
dc.subjectCLT
dc.subjectConcrete
dc.titleDesign of timber-concrete composite floors
dc.typeReport

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