Abstract
ABSTRACT In this paper roof elements, representative of typical precast reinforced concrete one storey industrial buildings, will be analysed. In particular non linear finite element analyses will be carried out in order to investigate the interaction effects in coupled thin-walled prestressed concrete roof elements. Coupled roof elements are sometimes used to reduce deformations and stresses in lateral elements subjected both to longitudinal and transversal bending moments and to torsional moment due to un-symmetric vertical loads and wind action.
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