2005
DOI: 10.3989/ic.2005.v57.i495.452
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La fachada contemporánea con ladrillo: cerramientos tipo

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Cited by 7 publications
(5 citation statements)
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“…3 del Rio, MC, in an article on methods of analysis to verify the stability and resistance of brick enclosures [9], indicated that for the type of enclosures analyzed here in high buildings the effect of the accumulation of loads is almost inevitable. Adell, JM openly questions this type of enclosures used in this type of facades [10]. 4 The doctoral thesis of Orcajo, J. concluded that facades built during the 1972-2005 period, which rest on reinforced concrete structures, are prone to the appearance of damage of a physical and mechanical origin [11].…”
Section: Typementioning
confidence: 99%
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“…3 del Rio, MC, in an article on methods of analysis to verify the stability and resistance of brick enclosures [9], indicated that for the type of enclosures analyzed here in high buildings the effect of the accumulation of loads is almost inevitable. Adell, JM openly questions this type of enclosures used in this type of facades [10]. 4 The doctoral thesis of Orcajo, J. concluded that facades built during the 1972-2005 period, which rest on reinforced concrete structures, are prone to the appearance of damage of a physical and mechanical origin [11].…”
Section: Typementioning
confidence: 99%
“…However, the need for contact with the upper floor, which is the solution that is usually adopted, is what enables transmission of vertical loads from the floor slabs through the facade itself, through the thickness of the part of its section that is not supported by the wall. The distribution of these loads depends on the stiffness of both elements [10,16]. In the extreme case that the weight of the wall accumulates on the ground floor due to the excessive flexibility of the slabs, in buildings with the usual heights between slabs found in residential buildings, mechanical structural limit of the facade would occur when the total building height is around four or five floors [16], considering only the effect of the wind provided in the CTE without adding loads and overloads transmitted to the wall by the corresponding slabs.…”
Section: Fo-cumentioning
confidence: 99%
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“…Spanish building types were characterised by the Instituto Valenciano de la Edificación (IVE) as part of the Tabula Project The third step involved a literature review Monjo (2005). carried out a general analysis of the evolution of construction systems for buildings' closures Adell and Vega (2005). undertook a specific analysis of types of reinforced brick façade (supported, suspended and prefabricated).…”
mentioning
confidence: 99%