@article{vanTreeckRank2004, author = {van Treeck, Christoph and Rank, Ernst}, title = {Analysis of building structure and topology based on Graph Theory}, doi = {10.25643/bauhaus-universitaet.230}, url = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20111215-2308}, year = {2004}, abstract = {Individual views on a building product of people involved in the design process imply different models for planning and calculation. In order to interpret these geometrical, topological and semantical data of a building model we identify a structural component graph, a graph of room faces, a room graph and a relational object graph as aids and we explain algorithms to derive these relations. The application of the technique presented is demonstrated by the analysis and discretization of a sample model in the scope of building energy simulation.}, subject = {Produktmodell}, language = {en} } @inproceedings{SchleinkoferSchaefervanTreecketal., author = {Schleinkofer, Matthias and Sch{\"a}fer, T. and van Treeck, Christoph and Rank, Ernst}, title = {VOM LASERSCAN ZUM PLANUNGSTAUGLICHEN PRODUKTMODELL}, editor = {G{\"u}rlebeck, Klaus and K{\"o}nke, Carsten}, organization = {Bauhaus-Universit{\"a}t Weimar}, doi = {10.25643/bauhaus-universitaet.3015}, url = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20170327-30159}, pages = {18}, abstract = {Im Bereich der Altbausanierung und der Bestandserfassung im Bauwesen ist es h{\"a}ufig notwendig, bestehende Pl{\"a}ne hinsichtlich des Bauwerkszustandes zu aktualisieren oder, wenn diese Pl{\"a}ne nicht (mehr) zug{\"a}nglich sind, g{\"a}nzlich neue Planunterlagen des Ist-Zustandes zu erstellen. Ein komfortabler Weg, diese Bauwerksdaten zu erheben, er{\"o}ffnet die Technologie der Laservermessung. Der vorliegende Artikel stellt in diesem Zusammenhang Ans{\"a}tze zur Teilautomatisierung der Generierung eines dreidimensionalen Computermodells eines Bauwerkes vor. Als Ergebnis wird ein Volumenmodell bereitgestellt, in dem zun{\"a}chst die geometrischen und topologischen Informationen {\"u}ber Fl{\"a}chen, Kanten und Punkte im Sinne eines B-rep Modells beschrieben sind. Die Objekte dieses Volumenmodells werden mit Verfahren aus dem Bereich der k{\"u}nstlichen Intelligenz analysiert und in Bauteilklassen systematisch kategorisiert. Die Kenntnis der Bauteilsemantik erlaubt es somit, aus den Daten ein Bauwerks-Produktmodell abzuleiten und dieses einzelnen Fachplanern - etwa zur Erstellung eines Energiepasses - zug{\"a}nglich zu machen. Der Aufsatz zeigt den erfolgreichen Einsatz virtueller neuronaler Netze im Bereich der Bestandserfassung anhand eines komplexen Beispiels.}, subject = {Architektur }, language = {de} } @inproceedings{HalfmannRankGluecketal.2000, author = {Halfmann, Ansgar and Rank, Ernst and Gl{\"u}ck, M. and Breuer, M. and Durst, F.}, title = {A partitioned solution approach for the fluid-structure interaction of wind and thin-walled structures}, doi = {10.25643/bauhaus-universitaet.585}, url = {http://nbn-resolving.de/urn:nbn:de:gbv:wim2-20111215-5858}, year = {2000}, abstract = {In many engineering applications two or more different interacting systems require the numer-ical solution of so-called multifield problems. In civil engineering the interaction of fluid and structures plays an important role, i.e. for fabric tensile structures of light and flexible materials often used for large roof systems, capacious umbrellas or canopies. Whereas powerful numerical simulation techniques have been established in structural engineering as well as in fluid mechan-ics, only relatively few approaches to simulate the interaction of fluids with civil engineering constructions have been presented. To determine the wind loads on complex structures, it is still state-of-the-art to apply semi-empirical, strongly simplifying methods or to perform expensive ex-periments in wind tunnels. In this paper an approach of a coupled fluid-structure simulation will be presented for membrane and thin shell structures. The interaction is described by the struc-tural deformation as response to wind forces, resulting in a modification of the fluid flow domain. Besides a realistic determination of the wind loads, information on the structural stability can be obtained. The so-called partitioned solution is based on an iterative frame algorithm, integrating different codes for Computational Fluid Dynamics (CFD) and for Computational Structural Dy-namics (CSD) in an explicit or an implicit time-stepping procedure. All data exchange between the two different applications is performed via a neutral geometric model provided by a coupling interface. A conservative interpolation method is used for the interpolation of the nodal loads. The time-dependent motion of the structure requires a dynamic modification of the different grids and a redefinition of the Navier-Stokes equations in an Arbitrary Langrangian Eulerian (ALE) formulation. As an example for the present implementation, results of a coupled fluid-structure simulation for a textile membrane canopy will be presented.}, subject = {Tragwerk}, language = {en} }