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37º IAHS World Congress on Housing: - Universidad de Cantabria

37º IAHS World Congress on Housing: - Universidad de Cantabria

37º IAHS World Congress on Housing: - Universidad de Cantabria

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XXXVII <str<strong>on</strong>g>IAHS</str<strong>on</strong>g><str<strong>on</strong>g>World</str<strong>on</strong>g> <str<strong>on</strong>g>C<strong>on</strong>gress</str<strong>on</strong>g> <strong>on</strong> <strong>Housing</strong>October 26 – 29, 2010, Santan<strong>de</strong>r, SpainCODE: 135EVALUATION OF THE RESISTANT BEHAVIOUR OFCONCRETE BLOCK MASONRY BEARING WALLSSUBJECTED TO FLEXO-COMPRESSION TRANSVERSE TOTHEIR PLANE, WITH AND WITHOUT REINFORCEMENT,BY TESTING PRISM SPECIMENSTuesta N., Villegas L.Departamento <strong>de</strong> Ingeniería <strong>de</strong> Edificación<strong>Universidad</strong> Europea Miguel <strong>de</strong> Cervantese-mail: ntuesta@uemc.esDepartamento <strong>de</strong> Ingeniería Estructural y Mecánica<strong>Universidad</strong> <strong>de</strong> <strong>Cantabria</strong>e-mail: villegal@unican.esKey words: prism, mas<strong>on</strong>ry, mas<strong>on</strong>ry walls, c<strong>on</strong>crete mas<strong>on</strong>ryAbstractThis research shows a theoretical-experimental study of resistant behaviour of c<strong>on</strong>crete blockmas<strong>on</strong>ry bearing walls, with and without reinforcement, subjected to flexo-compressi<strong>on</strong>transverse to their plane.In or<strong>de</strong>r to carry out this investigati<strong>on</strong> 21 mas<strong>on</strong>ry walls were tested, each of them had aheight of 2.6m and (0.14 x 1.00) m 2 cross secti<strong>on</strong>, submitted to a scheme of equaleccentricities of load and of the same sense in the top and bottom part of the wall. Theanalyzed eccentricities were: e=0, e=t/6; e=t/3 and e=t/2. Likewise 6 "prisms" were tested,with and without grout, which are the test specimens that the American Society for Testingand Materials "ASTM" [3] proposes to evaluate the compressive strength mas<strong>on</strong>ry.The results of the resistant behaviour of the walls, obtained experimentally, have beencompared with those proposed of the <strong>de</strong>sign co<strong>de</strong>s Europeans: Euroco<strong>de</strong> EC6 [7, 8], theBritish Standards Instituti<strong>on</strong> "BSI" [4, 5], as well as with the proposals of the <strong>de</strong>sign co<strong>de</strong>sAmericans: Nati<strong>on</strong>al Mas<strong>on</strong>ry Associati<strong>on</strong> "NCMA" [9] and the American C<strong>on</strong>crete Institute"ACI" [1]. In the same way, the experimental results have been compared with thepropositi<strong>on</strong> ma<strong>de</strong> for this type of walls by the researchers Yokel, F.Y.; Mathey, R.G. andDikkers, R.S. [14, 15]; who may possibly be those who most tested these types of walls tointernati<strong>on</strong>al level.37º <str<strong>on</strong>g>IAHS</str<strong>on</strong>g> <str<strong>on</strong>g>World</str<strong>on</strong>g> <str<strong>on</strong>g>C<strong>on</strong>gress</str<strong>on</strong>g> On <strong>Housing</strong> Science 82

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