Browse > Article
http://dx.doi.org/10.11112/jksmi.2015.19.1.081

The Study on the Development of Automatic Rebar Placement System Applying Selection Method of Optimum Reinforcing Bar Group on Shear Wall  

Cho, Young-Sang (한양대학교 ERICA 캠퍼스 건축학부)
Kim, Dong-Eun (한양대학교 건축공학과)
Jin, Hyun-Ah (한양대학교 첨단건축도시환경공학과)
Jang, Hyun-Suk (한양대학교 첨단건축도시환경공학과)
Publication Information
Journal of the Korea institute for structural maintenance and inspection / v.19, no.1, 2015 , pp. 81-89 More about this Journal
Abstract
This study takes shear wall of reinforced concrete structure as study object, and the purpose of this study is to suggest structure BIM based on automatic reinforcing bar placement system applying set-based design through the most optimum reinforcing bar placement group that was selected by applying AHP (analytical hierarchy process) method from design step. For this, the most optimum reinforcing bar placement group was selected by pairwise comparison analysis on complex standard of multiple alternatives. And shear wall automatic reinforcing bar placement system has been developed, which can automatically generate members and arrange reinforcing bar by structure design algorithm and using open API (application programming interface) provided by a BIM software vendor. As a result, the most optimum reinforcing bar placement group of the highest weight, ALT1, was selected and was generated using Tekla Structure program.
Keywords
BIM; Set-based design; Analytical hierarchy process; Automatic reinforcing bar placement system;
Citations & Related Records
Times Cited By KSCI : 5  (Citation Analysis)
연도 인용수 순위
1 An, S. W. (2008), A Study of Choosing the Type of Bridge Structurein a Housing Site Development Areaby Applying AHP, Master's Thesis, Hanynag University, Seoul, Korea.
2 Cho, H. H., Kyung, I. K. (1996), Survey on actual condition of rebar manufacturing works in Domestic, Proceeding of Annual Conference of the Architectural Institute of Korea, The Architectural Institute of Korea, 16(2), 771-773 (in Korean).
3 Cho, Y. S., Jin, H. A., Jang, H. S., Hong, S. C. (2014), A Study on the Establishment of the Automatic Rebar Placement System for Reinforced Concrete Mat Foundation based on S-BIM, Journal of the Architectural Institute of Korea Structure & Construction, The Architectural Institute of Korea, 30(4), 27-34 (in Korean).   DOI
4 Choi, O. Y., Cho, H. G., Kim, G. H. (2010), The Selection of Roof Waterproofing Methods using the Analytic Hierarchy Process (AHP) Technique, Journal of the Korea Institute of Building Construction, The Korea Institute of Building Construction, 10(4), 95-103 (in Korean).   과학기술학회마을   DOI   ScienceOn
5 Eom, J. U., Sin, T. S. (2011), A Development of Interface Module between Structural Design and Detail Design based on BIM, Journal of Korean Society of Steel Construction, The Korean Society of Steel Construction, 23(1), 113-124 (in Korean).   과학기술학회마을
6 Iris, D., Tommelein, Glenn Ballad (2005), Restructuring the Rebar Supply System, Proceedings Construction Research Congress, ASCE., San Diego, California, 5-7.
7 Jang, J. W. (2013), Development of Rebar Placement System of R.C Foundation using Lean Design Technique based on Structural BIM (S-BIM), Master's Thesis, Hanynag University, Seoul, Korea.
8 Kim, Y. R,, Cho, Y. S. (2009), The Study on Application of Korean BIM Process in the Structural Design Phase based on a Case Study, Journal of the Architectural Institute of Korea Structure & Construction, The Architectural Institute of Korea, 25(10), 19-26 (in Korean).   과학기술학회마을
9 Korea Price Information (http://www.kpi.or.kr/www/).
10 Lee, S. I., Kwon, N. H., Cho, Y. S. (2011), A Study on the Application Methodology for BIM based Set-based Design Approach, Journal of the Architectural Institute of Korea Structure & Construction, The Architectural Institute of Korea, 27(7), 11-19 (in Korean).   과학기술학회마을
11 Midas Gen On-line Manual.
12 Min, J. H., Song, Y. M. (2004), PROMETHEE for Multicriteria Decision Making, Sogang Journal of Business, Sogang University Institute for Business Research, 14(2), 109-127 (in Korean).
13 Tekla Open API Reference for Tekla Structures 19.0, Autodesk API Guide Line.