Author
|
Eemeli Tikkanen
|
University
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University of Oulu, Finland
Department of Mechanical Engineering |
Shear walls are used as a bracing structure. The diaphragm behavior of floors composed of hollow core slabs is investigated. This thesis concentrates on forces in the vertical and horizontal joints between the precast elements.
The appliance of mostly used joint details and connections in Finland are investigated. The connection capacities are calculated by the current Finnish design principles. In addition, the tall building horizontal displacements and dynamic movements caused by wind loading are analyzed.