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The Frankfurt Zeil Grid Shell

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The Frankfurt Zeil Grid Shell

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dc.contributor.author KNIPPERS, J.
dc.contributor.author HELBIG, Th.
dc.contributor.editor Domingo Cabo, Alberto es_ES
dc.contributor.editor Lázaro Fernández, Carlos Manuel es_ES
dc.date.accessioned 2010-02-09T08:47:59Z
dc.date.available 2010-02-09T08:47:59Z
dc.date.issued 2010-02-09T08:47:59Z
dc.identifier.isbn 978-84-8363-461-5
dc.identifier.uri http://hdl.handle.net/10251/7079
dc.description p. 1367-1378 en_EN
dc.description.abstract Recently the MyZeil shopping mall as a part of the PalaisQuartier has been opened to the public in the very center of Frankfurt in Germany. It consists of two high-rises including one office tower, one hotel tower and a five-storey retail building. The core part is the MyZeil with around 78.000m² gross storey area designed by the Italian architect Massimiliano Fuksas. The building agglomeration is covered by a 13500m² triangulated glass/steel roof and rhombus shaped facades. The following article will highlight the special approach and procedures which have been applied during design, fabrication and installation of the roof and for its maintenance. First the overall geometry was optimized by close coordination with the architect in order to fulfil the aesthetic as well as the structural requirements. At this stage Rhino-files were used to communicate the numerous alternatives of the roof geometry between the architect and the engineer. Much effort was put into the meshing of the grid on the heavily curved 3D surface. Special tools, had to be developed to produce a net according to the flow of forces. In the next step the nodal connectors had to be designed in a way that they could be adjusted to all geometries and to all loading conditions. For the structural analysis of the members and nodes of the grid the same geometric data model was used that served as a basis for the shop drawings and the fabrication of the hollow box steel members and its nodal connectors. The structure was then erected by welding the members on site which allowed to meet the specified tolerances. At the end, a highly optimized structure was achieved which not only marks the state of the art for grid shells but which is also an architectural landmark in the city of Frankfurt. en_EN
dc.language Inglés en_EN
dc.publisher Editorial Universitat Politècnica de València es_ES
dc.relation.ispartof Symposium of the International Association for Shell and Spatial Structures (50th. 2009. Valencia). Evolution and Trends in Design, Analysis and Construction of Shell and Spatial Structures : Proceedings en_EN
dc.rights Reserva de todos los derechos en_EN
dc.subject Free-form en_EN
dc.subject Geometry en_EN
dc.subject Data flow en_EN
dc.subject Design to production en_EN
dc.subject Form finding en_EN
dc.subject Optimization en_EN
dc.subject Glass steel structure en_EN
dc.subject Computer aided manufacturing en_EN
dc.title The Frankfurt Zeil Grid Shell en_EN
dc.type Comunicación en congreso en_EN
dc.rights.accessRights Abierto es_ES
dc.description.bibliographicCitation Knippers, J.; Helbig, T. (2010). The Frankfurt Zeil Grid Shell. Editorial Universitat Politècnica de València. http://hdl.handle.net/10251/7079 es_ES
dc.relation.conferencename Symposium of the International Association for Shell and Spatial Structures es_ES
dc.relation.conferencedate 2009 es_ES
dc.relation.conferenceplace Valencia es_ES


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