2011
DOI: 10.1016/j.aei.2010.12.001
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An approach to distributed building modeling on the basis of versions and changes

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Cited by 33 publications
(23 citation statements)
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“…-The ability to automatically filter data within a BIM artefact when making a derivation for use by another discipline; -The ability to automatically determine and manage changes between versions of the same BIM artefact; -To handle versioning on the object level such as described in Koch and Firmenich (2011); -To automatically manage the separation of objects between BIM artefacts within the concurrent relationship.…”
Section: Relationships Between Bim Artefactsmentioning
confidence: 99%
“…-The ability to automatically filter data within a BIM artefact when making a derivation for use by another discipline; -The ability to automatically determine and manage changes between versions of the same BIM artefact; -To handle versioning on the object level such as described in Koch and Firmenich (2011); -To automatically manage the separation of objects between BIM artefacts within the concurrent relationship.…”
Section: Relationships Between Bim Artefactsmentioning
confidence: 99%
“…Strategies to cure or prevent these situations are subject to the research field of concurrency control mechanisms [43]. In the most optimistic concurrency control approach, conflicting situations are generally allowed relying on the user's and/or system's abilities to correct possible inconsistencies, for example by using (often complex) merge or versioning mechanisms in order to recover the consistency between different inconsistent local models [10,56,68]. In the most pessimistic approach only one user is allowed to perform a geometric modeling step at a time.…”
Section: Synchronous Modeling Based On Efficient Locking Strategiesmentioning
confidence: 99%
“…Asynchronous collaboration in the civil engineering context is discussed for instance in [10,56,57].…”
Section: Overview and Related Workmentioning
confidence: 99%
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“…an explicit geometric model, but instead the history of the individual construction operations. Such models, which are referred to as procedural models or construction history models, combine the use of dimensional and geometric constraints for defining flexible 2D sketches, with the concept of a procedural definition of complex 3D models through the subsequent use of geometric operations such as extrusion, rotation and Boolean operations (Mun et al 2003, Stiteler 2004, Pratt et al 2005, Koch & Firmenich 2011. Parametric modeling concepts have recently been applied to create highly flexible and adaptable models of infrastructure facilities, such as bridges and roadways (Ji et al 2010, Obergriesser et al 2011, Ji et al 2013.…”
Section: Procedural Model-based Methodology For Consistency Preservatmentioning
confidence: 99%