Utilize este identificador para referenciar este registo: http://hdl.handle.net/1822/38958

TítuloMasonry components
Autor(es)Vasconcelos, Graça
Palavras-chaveMasonry
Units
Mortar
Mechanical behavior
Masonry materials
Data2014
EditoraSpringer
Resumo(s)Masonry is a non-homogeneous material, composed of units and mortar, which can be of different types, with distinct mechanical properties. The design of both masonry units and mortar is based on the role of the walls in the building. Load-bearing walls relate to structural elements that bear mainly vertical loads, but can serve also to resist to horizontal loads. When a structural masonry building is submitted to in-plane and out-of-plane loadings induced by an earthquake for example, the masonry walls are the structural elements that ensure the global stability of the building. This means that the walls should have adequate mechanical properties that enable them to resist to different combinations of compressive, shear and tensile stresses.The boundary conditions influence the resisting mechanisms of the structural walls under in-plane loading and in a buildings the connection at the intersection walls are of paramount importance for the out-of-plane resisting mechanism. However, it is well established that the masonry mechanical properties are also relevant for the global mechanical performance of the structural masonry walls. Masonry units for load-bearing walls are usually laid so that their perforations are vertically oriented, whereas for partition walls, brick units with horizontal perforation are mostly adopted.
TipobookPart
URIhttp://hdl.handle.net/1822/38958
ISBN978-3-642-36197-5
DOI10.1007/978-3-642-36197-5
Arbitragem científicayes
AcessoopenAccess
Aparece nas coleções:ISISE - Capítulos/Artigos em Livros Internacionais

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