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: 138POSIDONIA OCEANICA STRUCTURAL PANELS.MECHANICAL PROPERTIES.Ant<strong>on</strong>io Maciá Mateu 1 , Carlos Pérez Carramiñana 2 , Mónica Mateo García 2 , Beatriz Pie<strong>de</strong>causa García 21 Department of Ingeniería <strong>de</strong> la C<strong>on</strong>strucción, OO.PP. e Infraestructura Urbana2 Department of C<strong>on</strong>strucci<strong>on</strong>es ArquitectónicasUniversity of Alicante, Spaine-mail: ant<strong>on</strong>io.macia@ua.esKey words: structural panels, Posid<strong>on</strong>ia oceanica, mechanical properties, tests, dimensi<strong>on</strong>ing.AbstractThe <strong>de</strong>velopment of new materials of synthesis using adhesives with Posid<strong>on</strong>ia oceanica fromrecycling processes, and its applicati<strong>on</strong> to building systems, may allow the <strong>de</strong>sign of buildingfaca<strong>de</strong> cladding with better mechanical behavior and greater envir<strong>on</strong>mental sustainability.This communicati<strong>on</strong> aims to study and evaluate briefly the main mechanical properties of thismaterial, its applicati<strong>on</strong> as transventilated cladding in buildings and classificati<strong>on</strong> of itsfeatures.The panels are shaped by pressing, at room temperature, the mixture c<strong>on</strong>sisting of crushedPosid<strong>on</strong>ia oceanica and urea formal<strong>de</strong>hy<strong>de</strong> adhesives (UF), melamine-urea-formal<strong>de</strong>hy<strong>de</strong>(MUF) or polyurethane (PU) according to the sort of service of the panel. The new proposedmaterial is analized by applying calculati<strong>on</strong> methods and the most suitable c<strong>on</strong>structi<strong>on</strong>system to guarantee their quality and durability.Performing laboratory tests of the pieces used and proposing the most appropriate calculati<strong>on</strong>mo<strong>de</strong>ling for the c<strong>on</strong>structi<strong>on</strong> system raised for its use in building, mechanical behavior is<strong>de</strong>termined against the main acti<strong>on</strong>s to which the building enclosure is subjected:gravitati<strong>on</strong>al, thermal and wind acti<strong>on</strong>s.The results show an a<strong>de</strong>quate resp<strong>on</strong>se from the new material <strong>de</strong>veloped versus thesolicitati<strong>on</strong>s and elevated tensi<strong>on</strong>s experienced by faca<strong>de</strong> cladding, and the features toc<strong>on</strong>si<strong>de</strong>r when dimensi<strong>on</strong>ing, with similar costs compared to other systems such as wood chipboards.In c<strong>on</strong>clusi<strong>on</strong>, the new material <strong>de</strong>veloped is commited to the envir<strong>on</strong>mental and sustainablecharacter of building by reusing natural comp<strong>on</strong>ents showing their maximum performances asveneer. The study and diffusi<strong>on</strong> of specific mechanical behavior of this material and theanalysis of its key c<strong>on</strong>structi<strong>on</strong> features and calculati<strong>on</strong> methods, should c<strong>on</strong>tribute to<strong>de</strong>veloping and enhancing the use of new synthetic materials with guarantees of durability asfaca<strong>de</strong> cladding in architecture.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 83
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: 139RETROFITTING STRATEGY TOOL FOR TIMBER FLOORSTRUCTURESJ.A.R Men<strong>de</strong>s da Silva i , R. Vicente ii and Nobre, Marta ii Department of Civil Engineering, University of Coimbraii Department of Civil Engineering, University of Aveiroe-mail: raimundo@<strong>de</strong>c.uc.pt; romvic@ua.ptKey words: Timber structures, strategy, retrofitting and strengtheningAbstractIn old city centres, the majority of these buildings were mainly <strong>de</strong>signed as load-bearingmas<strong>on</strong>ry structures (st<strong>on</strong>e or ceramic bricks), with timber structured floors and roofs. Asc<strong>on</strong>sequence of aging, loading (sometimes acci<strong>de</strong>ntal), alterati<strong>on</strong> of use, moisture c<strong>on</strong>tent,lack of maintenance and repairing acti<strong>on</strong>s, am<strong>on</strong>gst others, these buildings have slowly<strong>de</strong>cayed, particularly timber elements of floor structures and roofing systems more susceptibleto the <strong>de</strong>gradati<strong>on</strong> of the load bearing capacity and sensible to excessive moisture problems atthe c<strong>on</strong>necti<strong>on</strong> areas with mas<strong>on</strong>ry walls, aggravating stress levels of the timber resistingelements, even in cases when subjected to seismic acti<strong>on</strong>.This paper, intends to <strong>de</strong>epen existing studies, by proposing strategy <strong>de</strong>finiti<strong>on</strong> for retrofittingand strengthening of timber floors, taking into account that wood is c<strong>on</strong>si<strong>de</strong>red a noblematerial, with excellent structural properties, ecological and sustainable. So, taking intoc<strong>on</strong>si<strong>de</strong>rati<strong>on</strong> specific limitati<strong>on</strong>s of old buildings and preventing the loss of authenticity ofthe original materials, it is suggested the use of similar materials, assuring the safety anddurability of structures, as well as the improvement of the serviceability c<strong>on</strong>diti<strong>on</strong>s ofbuildings.To c<strong>on</strong>si<strong>de</strong>r the presented soluti<strong>on</strong>s in terms of executi<strong>on</strong>, it is necessary to resource tostrategy <strong>de</strong>finiti<strong>on</strong> tools to complement the inspecti<strong>on</strong> tasks and <strong>de</strong>fect i<strong>de</strong>ntificati<strong>on</strong>, as wellas compatibilisati<strong>on</strong> of performance levels (thermal, acoustic and structural), or <strong>de</strong>finiti<strong>on</strong> ofeventual n<strong>on</strong> <strong>de</strong>structive “in situ” testing if nee<strong>de</strong>d.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 84
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University ofCantabriawww.iahshousi
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ÍNDICE1. HONORARY COMMITTEE ______
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