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    Extracting Topological Relationships from Wire-Frame CAD Model

    Source: Journal of Computing in Civil Engineering:;1995:;Volume ( 009 ):;issue: 001
    Author:
    Raghavan Kunigahalli
    ,
    Jeffrey S. Russell
    ,
    Dharmaraj Veeramani
    DOI: 10.1061/(ASCE)0887-3801(1995)9:1(29)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an algorithm for extracting topological relationships from a wire-frame computer-aided design (CAD) model of a given concrete floor. The algorithm consists of three stages. The first stage processes the wire-frame CAD data to differentiate between the interior and the exterior of a given floor configuration and to identify obstacles. The second stage employs the plane sweep paradigm to obtain all interior beam to beam intersection points. The third stage partitions the interior of the given floor into rectangular slabs (face entities). Information regarding the location and dimensions of concrete columns are also obtained using a range-searching technique and is stored along with the partitioning information. Plane sweeps are performed in two principal directions to extract adjacency relationships among the partitioning rectangles. The adjacency relationships are stored in a graph, called the rectangle adjacency graph (RAG), similar to the face adjacency graph (FAG) commonly used in boundary representation (B-Rep) models. The RAG can be used as a complete information model for computer-aided generation of: (1) A construction process plan; and (2) a detailed path plan for computer numerically controlled (CNC) concrete placement. The algorithm is applicable to concrete floors designed using one- and two-way slab theories that guarantee orthogonal polygon shaped floor boundaries and interior obstacles.
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      Extracting Topological Relationships from Wire-Frame CAD Model

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    http://yetl.yabesh.ir/yetl1/handle/yetl/42796
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    contributor authorRaghavan Kunigahalli
    contributor authorJeffrey S. Russell
    contributor authorDharmaraj Veeramani
    date accessioned2017-05-08T21:12:31Z
    date available2017-05-08T21:12:31Z
    date copyrightJanuary 1995
    date issued1995
    identifier other%28asce%290887-3801%281995%299%3A1%2829%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/42796
    description abstractThis paper presents an algorithm for extracting topological relationships from a wire-frame computer-aided design (CAD) model of a given concrete floor. The algorithm consists of three stages. The first stage processes the wire-frame CAD data to differentiate between the interior and the exterior of a given floor configuration and to identify obstacles. The second stage employs the plane sweep paradigm to obtain all interior beam to beam intersection points. The third stage partitions the interior of the given floor into rectangular slabs (face entities). Information regarding the location and dimensions of concrete columns are also obtained using a range-searching technique and is stored along with the partitioning information. Plane sweeps are performed in two principal directions to extract adjacency relationships among the partitioning rectangles. The adjacency relationships are stored in a graph, called the rectangle adjacency graph (RAG), similar to the face adjacency graph (FAG) commonly used in boundary representation (B-Rep) models. The RAG can be used as a complete information model for computer-aided generation of: (1) A construction process plan; and (2) a detailed path plan for computer numerically controlled (CNC) concrete placement. The algorithm is applicable to concrete floors designed using one- and two-way slab theories that guarantee orthogonal polygon shaped floor boundaries and interior obstacles.
    publisherAmerican Society of Civil Engineers
    titleExtracting Topological Relationships from Wire-Frame CAD Model
    typeJournal Paper
    journal volume9
    journal issue1
    journal titleJournal of Computing in Civil Engineering
    identifier doi10.1061/(ASCE)0887-3801(1995)9:1(29)
    treeJournal of Computing in Civil Engineering:;1995:;Volume ( 009 ):;issue: 001
    contenttypeFulltext
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