Roofs of prestressed concrete membranes
2016; Wiley; Volume: 18; Issue: 1 Linguagem: Inglês
10.1002/suco.201600037
ISSN1751-7648
AutoresJiří Stráský, Pavlína Juchelková, Pavel Kaláb, Radim Nečas,
Tópico(s)Structural Analysis and Optimization
ResumoStructural ConcreteVolume 18, Issue 1 p. 5-18 TECHNICAL PAPER Roofs of prestressed concrete membranes Jiri Strasky, Jiri Strasky Faculty of Civil Engineering, Institute of Concrete and Masonry Structures, Brno University of Technology, Brno, Czech RepublicSearch for more papers by this authorPavlína Juchelková, Pavlína Juchelková Bridge Construction, Strasky, Husty and Partners Ltd. (SHP), Brno, Czech RepublicSearch for more papers by this authorPavel Kaláb, Pavel Kaláb Bridge Construction, Strasky, Husty and Partners Ltd. (SHP), Brno, Czech RepublicSearch for more papers by this authorRadim Nečas, Corresponding Author Radim Nečas necas.r@fce.vutbr.cz Faculty of Civil Engineering, Institute of Concrete and Masonry Structures, Brno University of Technology, Brno, Czech RepublicCorrespondence Radim Nečas, Faculty of Civil Engineering, Institute of Concrete and Masonry Structures, Brno University of Technology, Veveří 331/95, 60200 Brno, Czech Republic. Email: necas.r@fce.vutbr.czSearch for more papers by this author Jiri Strasky, Jiri Strasky Faculty of Civil Engineering, Institute of Concrete and Masonry Structures, Brno University of Technology, Brno, Czech RepublicSearch for more papers by this authorPavlína Juchelková, Pavlína Juchelková Bridge Construction, Strasky, Husty and Partners Ltd. (SHP), Brno, Czech RepublicSearch for more papers by this authorPavel Kaláb, Pavel Kaláb Bridge Construction, Strasky, Husty and Partners Ltd. (SHP), Brno, Czech RepublicSearch for more papers by this authorRadim Nečas, Corresponding Author Radim Nečas necas.r@fce.vutbr.cz Faculty of Civil Engineering, Institute of Concrete and Masonry Structures, Brno University of Technology, Brno, Czech RepublicCorrespondence Radim Nečas, Faculty of Civil Engineering, Institute of Concrete and Masonry Structures, Brno University of Technology, Veveří 331/95, 60200 Brno, Czech Republic. Email: necas.r@fce.vutbr.czSearch for more papers by this author First published: 03 June 2016 https://doi.org/10.1002/suco.201600037Citations: 6Read the full textAboutPDF ToolsRequest permissionExport citationAdd to favoritesTrack citation ShareShare Give accessShare full text accessShare full-text accessPlease review our Terms and Conditions of Use and check box below to share full-text version of article.I have read and accept the Wiley Online Library Terms and Conditions of UseShareable LinkUse the link below to share a full-text version of this article with your friends and colleagues. Learn more.Copy URL Share a linkShare onFacebookTwitterLinkedInRedditWechat Abstract Prestressed membrane roofs have been designed since the invention of prestressed concrete. They are described in the basic books written by pioneers of prestressed concrete. For illustration, four architecturally most successful roofs are discussed. The authors emphasize that the prestressed membrane roofs are still modern, structurally efficient, and architecturally interesting. If they are assembled of precast members, they can be erected without scaffolding. Recently, the authors have studied different membrane structures from the point of view of their architectural and structural arrangement, process of erection, and static and dynamic behavior. In-depth studies were carried out for membranes of simple curvature situated above the whole or portion of the rectangle area and self-anchored membranes supported by arches or shells. Also self-anchored suspension membranes situated above circular or elliptical plans, hypar membranes, and membranes of a free form that are suspended on arches or suspension cables were analyzed. Citing Literature Volume18, Issue1February 2017Pages 5-18 RelatedInformation
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