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Dynamic identification and static loading tests of timbrel vaults: application to a Modernist 20th century heritage structure
This is an Accepted Manuscript of an article published by Taylor & Francis Group in International Journal of Architectural Heritage on 2017, available online at: http://www.tandfonline.com/10.1080/15583058.2016.1277566 ; This paper presents the study of the structural performance of a set of timbrel vaults belonging to the so-called Administration Pavilion of the Hospital de Sant Pau, a large-scale hospital complex located in Barcelona. The paper includes three parts. First, the Administration pavilion of Hospital de Sant Pau is described by putting the emphasis on the geometry of the masonry vaults and the combined utilisation of steel and masonry structural members. Second, laboratory and in-situ experiments are discussed. Finally, the behaviour observed during the dynamic-identification and the static-loading tests is simulated by means of FEM analysis. The FEM models prepared to analyse the vaults take explicitly into account the direct effect of secondary masonry structural elements, such as the upper slab and the extrados stiffening diaphragms. The comparison indicates that the consideration of these structural elements is essential for an adequate FEM simulation of both the dynamic and the static behaviour of the timbrel vaults. ; Peer Reviewed ; Postprint (author's final draft)
Dynamic identification and static loading tests of timbrel vaults: application to a Modernist 20th century heritage structure
This is an Accepted Manuscript of an article published by Taylor & Francis Group in International Journal of Architectural Heritage on 2017, available online at: http://www.tandfonline.com/10.1080/15583058.2016.1277566 ; This paper presents the study of the structural performance of a set of timbrel vaults belonging to the so-called Administration Pavilion of the Hospital de Sant Pau, a large-scale hospital complex located in Barcelona. The paper includes three parts. First, the Administration pavilion of Hospital de Sant Pau is described by putting the emphasis on the geometry of the masonry vaults and the combined utilisation of steel and masonry structural members. Second, laboratory and in-situ experiments are discussed. Finally, the behaviour observed during the dynamic-identification and the static-loading tests is simulated by means of FEM analysis. The FEM models prepared to analyse the vaults take explicitly into account the direct effect of secondary masonry structural elements, such as the upper slab and the extrados stiffening diaphragms. The comparison indicates that the consideration of these structural elements is essential for an adequate FEM simulation of both the dynamic and the static behaviour of the timbrel vaults. ; Peer Reviewed ; Postprint (author's final draft)
Dynamic identification and static loading tests of timbrel vaults: application to a Modernist 20th century heritage structure
Endo, Yohei (Autor:in) / Llorens Sulivera, Miquel (Autor:in) / Roca Fabregat, Pedro (Autor:in) / Pelà, Luca (Autor:in) / Universitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental / Universitat Politècnica de Catalunya. ATEM - Anàlisi i Tecnologia d'Estructures i Materials
01.06.2017
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
extrados stiffening diaphragm , Hospital de la Santa Cruz y San Pablo (Barcelona , brick masonry , static loading test , Modern movement (Architecture)--Conservation and restoration , Spain) , Catalunya) -- Història , Àrees temàtiques de la UPC::Arquitectura::Restauració arquitectònica , timbrel vault , Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures , FEM analysis , dynamic identification test , Hospital de la Santa Creu i Sant Pau (Barcelona , Modernisme (Arquitectura) -- Conservació i restauració
DDC:
690
Taylor & Francis Verlag | 2017
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