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2019 | OriginalPaper | Buchkapitel

Digital Wood Trusses. Geometry and Parameters/Fabrication and Monitoring

verfasst von : Andrea Giordano, Paolo Borin, Federico Panarotto

Erschienen in: Digital Wood Design

Verlag: Springer International Publishing

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Abstract

This paper aims to demonstrate how to translate features and properties of existing wooden structures about function, performance and aesthetic into BIM objects. This purpose has a double effect: from an operative perspective, the modelling of existing wooden structures is necessary for any structural restoration project, while culturally for the preservation of construction techniques and their transferability in the current design theory. This refers in particular to wooden trusses as compound objects, such as to comply with a single structural and configurative purpose within the built space. The study proves the feasibility of describing the relationship among geometry, material features, construction techniques and simulation of trusses within a BIM environment. From a methodological point of view, starting from a point cloud, the process involves the modelling of beams and trusses, the construction of a library of nodes with parametric geometry drawn from nineteenth-century treatises (also called “wood stereotomy”), the information exchange from the BIM object to structural simulation environment. Moreover, there is the development of a parametric relation structure, which enables the creation of cutting parameters of the truss’s structural components. The case study from which the system is obtained is the covering system of the Church of the Eremitani, which hosts a so-called revolutionary covering system by a fourteenth-century monk, Giovanni degli Eremitani.

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Fußnoten
1
Andrea Giordano and Paolo Borin wrote Chap. 1; Paolo Borin and Federico Panarotto wrote Chaps. 2, 3 and 5; Federico Panarotto wrote Chap. 4.
 
2
Refer to the example of Nelson 1996 for a study about some differences between the connections within wooden trusses.
 
3
In this regard it can be mentioned the plugin Autodesk Revit, Wood Framing Wall+ http://​www.​aga-cad.​com/​products/​bim-solutions/​wood-framing-wall.
 
4
FSE project carried out between 2014 and 2015, thanks to P.O.R. VENETO F.S.E. 2007–2013, Human Potential Development Area, titled: “Methodologies for the acquisition, processing and communication of data related to cultural heritage and architectural and technological interventions aiming at the conservation and improvement of the use for cultural tourism”. DICEA, University of Padua, resp. Luigi Stendardo, co-directors Andrea Giordano, Agostino De Rosa, Stefano Zaggia.
 
5
BuildingSMART is the worldwide authority driving the transformation of the built asset economy through creation and adoption of open, international standards.
 
7
Ibidem.
 
8
The IfcElementAssembly represents complex element assemblies aggregated from several elements, such as discrete elements, building elements, or other elements. The IfcElementAssembly should have (and in most implementation scenarios it is mandatory) a relationship for its hierarchical containment in the spatial structure of the project. The IfcElementAssembly is placed within the project spatial hierarchy using the objectified relationship IfcRelContainedInSpatialStructure, referring to it by its inverse attribute SELF\IfcElement.ContainedInStructure. Subtypes of IfcSpatialStructureElement are valid spatial containers, with IfcBuildingStorey being the default container. (http://​www.​buildingsmarttec​h.​org/​ifc/​IFC2x4/​rc2/​html/​schema/​ifcproductextens​ion/​lexical/​ifcelementassemb​ly.​htm).
 
9
The data were calculated using the objects of the BIM model, with a specific wood weight of 700 kg/m3.
 
10
Reference model in virtual modeling environment, Autodesk Revit®.
 
11
Made through Leica® ScanStation C10.
 
12
The tax quota of the trusses is about 17.80 m from the floor of the nave.
 
13
The study of the nodes was carried out through current photographs, in situ observations and through LIDAR digital survey.
 
14
Made through a VPL (Visual Programming Language) Autodesk Dynamo®.
 
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Metadaten
Titel
Digital Wood Trusses. Geometry and Parameters/Fabrication and Monitoring
verfasst von
Andrea Giordano
Paolo Borin
Federico Panarotto
Copyright-Jahr
2019
DOI
https://doi.org/10.1007/978-3-030-03676-8_18