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contributor authorRaghavan Kunigahalli
date accessioned2017-05-08T21:12:40Z
date available2017-05-08T21:12:40Z
date copyrightApril 1997
date issued1997
identifier other%28asce%290887-3801%281997%2911%3A2%2892%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/42904
description abstractThis paper presents a three-dimensional (3D) geometric modeling scheme, for reinforced concrete (RC) structures, that takes into account the reinforcement detail. The node structure of rectangle adjacency graph (RAG) has been augmented to provide a complete 3D representation scheme. Further, a face-based modeling scheme has been developed to facilitate storage and manipulation of 3D geometric and topological information pertaining to structural components such as slabs, beams, and columns. The data structures designed to incorporate reinforcement detail employ a region-based approach and allow: (1) curtailment or splicing for longitudinal reinforcement and (2) variable spacing for stirrup/tie reinforcement. The modeling scheme presented in this paper can be employed for the development of computer-aided design/computer-aided construction (CAD/CAC) systems for RC structures, with rectangular/square columns, designed using one-way and two-way slab theories. Edge-to-edge and edge-to-contact–vertex topological relationships among the reinforcing bars are maintained in order to support computer-aided: (1) design; (2) detailing; (3) construction process planning; and (4) prefabrication of rebar cages. The geometric data structures designed to support the modeling scheme are efficient in storage and traversal performance.
publisherAmerican Society of Civil Engineers
title3D Modeling for Computer-Integrated Construction of RC Structures
typeJournal Paper
journal volume11
journal issue2
journal titleJournal of Computing in Civil Engineering
identifier doi10.1061/(ASCE)0887-3801(1997)11:2(92)
treeJournal of Computing in Civil Engineering:;1997:;Volume ( 011 ):;issue: 002
contenttypeFulltext


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