In order to give a tribute to the knowledge of the structural behaviour of pitched roof steel greenhouses a full scale load test was performed. Tests allowed to study elastic, elasto-plastic and collapse behaviour of the frame loaded by vertical and horizontal forces. The structure collapsed during the test mainly for the application of horizontal forces, when the failure of a upright caused instability and a change of the geometry of the frame. The results of the experimental tests represent the basis for the definition of the loading model.???
Prova a rottura di una struttura portante per serra a navata
SCARASCIA MUGNOZZA, Giacomo;VOX, Giuliano
2006-01-01
Abstract
In order to give a tribute to the knowledge of the structural behaviour of pitched roof steel greenhouses a full scale load test was performed. Tests allowed to study elastic, elasto-plastic and collapse behaviour of the frame loaded by vertical and horizontal forces. The structure collapsed during the test mainly for the application of horizontal forces, when the failure of a upright caused instability and a change of the geometry of the frame. The results of the experimental tests represent the basis for the definition of the loading model.???File in questo prodotto:
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