Casagrande, Daniele (2014) Study of Timber-frame Building Seismic behaviour by Means of numerical modelling and Full-scale shake table testing. PhD thesis, University of Trento.
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Abstract
This thesis regards the study of the seismic behaviour of timber-frame buildings. Three are the main sections. Firstly, the study of the linear and non-linear behaviour of a timber-frame wall subjected to a horizontal force is presented, suggesting some analytical expression to correlate the mechanical behaviour of the entire wall to the mechanical properties of connection devices (i.e. fasteners, angle brackets and hold-down). Particular attention was paid to the ductility of each component. Secondly, a numerical modelling for the seismic linear analysis of multi-storey walls is proposed. In this section the horizontal force distribution between the walls is investigated too. Thirdly, a full-scale shake table test on a prefabricated 3-storey timber-frame building is described.
Item Type: | Doctoral Thesis (PhD) |
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Doctoral School: | Engineering of Civil and Mechanical Structural Systems |
PhD Cycle: | XXVI |
Subjects: | Area 08 - Ingegneria civile e Architettura > ICAR/09 TECNICA DELLE COSTRUZIONI |
Funders: | Autonomous Province of Trento |
Repository Staff approval on: | 05 May 2014 11:34 |
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