Print Email Facebook Twitter Precast concrete cores in high-rise buildings: Structural behaviour of precast corner connections Title Precast concrete cores in high-rise buildings: Structural behaviour of precast corner connections Author Tolsma, K.V. Contributor Vambersky, J.N.J.A. (mentor) Hendriks, M.A.N. (mentor) Peperkamp, W.J.M. (mentor) Van Keulen, D.C. (mentor) Falger, M.M.J. (mentor) Faculty Civil Engineering and Geosciences Department Design and Construction Date 2010-01-20 Abstract In this thesis the structural feasibility of a high-rise core composed of precast elements is studied. A core composed of precast elements differs from a cast in situ core in having connections between the precast elements. From preceding research (Falger, 2003) the stiffness reduction due to the horizontal joints and the open vertical joints can be estimated. There is however no literature available on the structural behaviour of precast corner connections. Since corner connections determine the degree in which the flange core walls are activated more research is required on the structural behaviour of precast corner connections. Therefore the focus of this thesis is on the influence of precast corner connections on the lateral deflections of a core. To reference this document use: http://resolver.tudelft.nl/uuid:8ca752db-477f-4d8c-8f9a-16330ed51b31 Part of collection Student theses Document type master thesis Rights (c) 2010 Tolsma, K.V. Files PDF Precast_concrete_cores_in ... ldings.pdf 6.54 MB Close viewer /islandora/object/uuid:8ca752db-477f-4d8c-8f9a-16330ed51b31/datastream/OBJ/view