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UN/CEFACT 제출 양식 기반의 기업간 표준 전자문서 개발 지원 시스템
안경림(Kyung Lim Ahn),김형도(HyoungDo Kim),박찬권(Chankwon Park) 한국전자거래학회 2006 한국전자거래학회지 Vol.11 No.4
기업간 전자거래가 활성화됨에 따라서 표준 전자문서의 이용이 급속히 증가되고 있으며, 기업간에 교환되는 표준 전자문서의 종류와 형태도 변하고 있다. 초창기에 주로 사용되던 EDI 전자문서를 대신하여. 최근에는 XML 전자문서가 활발히 사용되고 있다. 이를 위해 제정된 XML 전자문서 프레임워크 표준들은 대부분 기본적인 구문 규칙과 메시징, 그리고 표준문서에 대해서만 규정하고 있어서, 새로운 표준 전자문서 개발에서 효율성과 효과성을 확보하기가 어려웠다. 국제적 EDI 표준인 UN/EDIFACT 개발 경험을 반영하여, UN/CEFACT에서는 전자문서를 구성하는 데이터 항목을 컴포넌트로 만들어 전자문서를 개발할 때 재활용할 수 있는 방법론과 라이브러리를 제공하고 있다. 그러나 이러한 방법론과 라이브러리를 적용하여 전자문서를 개발하고 활용하기 위해서는 추가적인 많은 노력이 요구된다. 이를 개선하기 위하여, 이 논문에서는 UN/CEFACT의 표준 전자문서 제출 양식을 중심으로 등록저장소의 각종 자원을 재활용할 수 있고, 다양한 양식간의 자동화된 변환을 지원하는 시스템을 제안한다. As business-to-business electronic commerce becomes activated, usage rate of standard electronic documents is rapidly increasing. Types and forms of standard documents exchanged between businesses have also been changed. Instead of EDI documents, mainly used in the initial phase, XML documents have been actively used recently. However, most framework standards for XML documents just specify basic syntax rules, messaging protocols, and standard documents. As a result, it has been usually difficult to procure efficiency and effectiveness in developing new standard electronic documents. Reflecting the experiences of developing UN/EDIFACT, UN/CEFACT provides a methodology and library for reusing standard data items as components when defining electronic documents. However, much additional effort is required for applying the methodology and library to the development process. In order to improve this situation, this paper proposes a system for supporting the development process by reusing various resources of registries/repositories, focusing on UN/CEFACT submission forms for standard electronic documents.
골재크기 및 섬유혼입률에 따른 강섬유 보강 콘크리트의 휨 성능
장석준,안경림,윤현도,Jang, Seok-Joon,Ahn, Kyung-Lim,Yun, Hyun-Do 大韓建築學會 2015 大韓建築學會論文集 : 構造系 Vol.31 No.2
This paper describes the effect of aggregate size and fiber volume fraction on flexural properties of steel fiber reinforced concrete(SFRC) with specified compressive strength of 60 MPa. Maximum aggregate size used was 8 and 20mm, and steel fiber volume fraction was 0, 0.5, 1, 1.5, 2% in volume basis, in this study. Flexural properties studied include first-crack strength, flexural strength and toughness index of hardened SFRC. For this purposes, three prisms ($100{\times}100{\times}400mm$) form each mixture were made and tested under four points bending on the span length 300 mm. Test results indicated that flexural strength and toughness of SFRC were improved with increasing the volume fraction. Especially, specimens with aggregate size of 8mm were reported higher improvement in flexural toughness index than those with 20mm. This phenomenon are remarkable that fiber dispersion is improved with smaller aggregate size. Also the optimum volume fraction of SFRC was presented for that with 1.5% volume fraction. Based on test results and available literatures, flexural strength prediction model was established from compressive strength, volume fraction and aspect ratio of steel fiber. The model existed a good correlation between measured data.
골재크기 및 섬유혼입률에 따른 강섬유 보강 콘크리트의 휨 성능
장석준(Jang, Seok-Joon),안경림(Ahn, Kyung-Lim),윤현도(Yun, Hyun-Do) 대한건축학회 2015 大韓建築學會論文集 : 構造系 Vol.31 No.2
This paper describes the effect of aggregate size and fiber volume fraction on flexural properties of steel fiber reinforced concrete(SFRC) with specified compressive strength of 60 MPa. Maximum aggregate size used was 8 and 20mm, and steel fiber volume fraction was 0, 0.5, 1, 1.5, 2% in volume basis, in this study. Flexural properties studied include first-crack strength, flexural strength and toughness index of hardened SFRC. For this purposes, three prisms (100×100×400 mm) form each mixture were made and tested under four points bending on the span length 300 mm. Test results indicated that flexural strength and toughness of SFRC were improved with increasing the volume fraction. Especially, specimens with aggregate size of 8mm were reported higher improvement in flexural toughness index than those with 20mm. This phenomenon are remarkable that fiber dispersion is improved with smaller aggregate size. Also the optimum volume fraction of SFRC was presented for that with 1.5% volume fraction. Based on test results and available literatures, flexural strength prediction model was established from compressive strength, volume fraction and aspect ratio of steel fiber. The model existed a good correlation between measured data.