• Journal of the Korean Society for Precision Engineering
• /
• v.15 no.11
• /
• pp.166-171
• /
• 1998

본 논문에서는 고체구조물의 비선형변형해석에 대하여 일반이론으로 개발된 수치해법을 단순 고체 구조물인 일차원 봉 문제에 적용하여 그 변형해석을 수행 하였다. 정확한 해를 구하기 위하여 증분 뉴톤-랩슨방법이 수정 보완 사용되었다. 또한 개발된 비선형유한요소법의 검증을 위하여 수학적인 정해가 존재하는 균일한 체력이 작용하는 단순봉의 변형을 해석하여 그 결과를 수학적인 정해와 비교하였다. 비교 결과 본 논문을 통하여 개발된 비선형 유한요소법의 정확성이 입증되었다.

• Proceedings of the Korean Information Science Society Conference
• /
• 2004.10b
• /
• pp.163-165
• /
• 2004

여러 장점을 가지고 점차 그 사용이 증가하고 있는 XML은 내용뿐만 아니라 그 구조적 정보까지 포함하고 있는 특징을 가지고 있는데, 이러한 XML 문서를 효율적으로 검색하기 위해 구조 유사성을 기반으로 하는 검색 기법이 개발되고 있다. 새롭게 개발되는 유사한 구조의 XML 문서를 검색하는 시스템의 성능 평가를 위해서는 구조적으로 유사한 다량의 XML 데이터가 필요하다. 본 논문에서는 지금까지 개발되었던 유사 구조 문서 생성기를 바탕으로 사용자가 원하는 데이터 구조를 생성하는데 보다 효과적인, 유사 구조를 갖는 XML 문서 생성기인 xTrans를 설계 및 구현한다. xTrans는 원본 XML 문서에 삽입, 삭제, 치환의 세 가지 연산을 이용하여 사용자가 원하는 일정한 비율만큼의 구조적 변화를 일으키는데, 그러한 연산은 불규칙한 위치에서 생성되므로, 같은 비율의 변화가 일어난 여러 개의 유사 구조 문서를 생성할 수 있다. 사용자는 각 연산의 변형 비율을 지정해주어 원하는 만큼 변형시킨 문서를 생성하고, 이 문서들을 이용하여 새롭게 개발되는 유사 구조 문서 검색 시스템의 성능평가에 활용할 수 있다.

• Journal of the Korea Academia-Industrial cooperation Society
• /
• v.22 no.1
• /
• pp.372-378
• /
• 2021

A body armor vest is a form of munition related directly to the safety and life of combatants. Therefore, it must meet the requirements for ballistic resistance. The ROK demands the performance of body armor vest meet the Level IIIA specified by the NIJ STD-0101.06 published by the US National Institute of Justice. This study performed acceptance tests on body armor vests. The factors for evaluating the ballistic resistance evaluated were not only whether it penetrates when shooting but also whether the BFS (Backface Signature) depth does not exceed 44 mm when it does not penetrate. The factors were assessed to determine if they were consistent or not. The BFS depth is affected by various test factors, such as the physical properties of the backing material and the changes in the amount of impact with the bullet velocity. In this study, an analysis of the bulletproof performance was performed by extracting the data with the same conditions using ANOVA to remove the influence of these external factors. The analysis revealed a correlation between the BFS depth, bullet velocity, vest conditions, and protection area. The mass production process was analyzed by estimating the Interval of BFS on each lot. Through this, a new methodology for ballistic resistance evaluation and paradigm for future quality assurance is suggested.

• Journal of Korean Society of Steel Construction
• /
• v.19 no.3
• /
• pp.313-321
• /
• 2007

The study discussed in this paper presents a method of estimating sources of geometric errors in suspension bridges in use, based on geometric survey data. A geometric error is defined as the difference between the survey data and the design geometry of a main cable. It is assumed that the geometric error in a suspension bridge is caused by the variations in the weight of the stiffening girder and the deformation of the anchorage foundations due to the creep of soil. The variations in the girder weight and the deformation of the foundation were estimated by constructing a matrix of factors that affect suspension bridges due to the variations. To check the validity of the proposed method, it was applied to the Kwang-An Bridge, and the sources of geometric errors in the bridge were estimated using the survey data.

• KSCE Journal of Civil and Environmental Engineering Research
• /
• v.26 no.2D
• /
• pp.285-292
• /
• 2006

The objective of this study is to introduce the development of the first Korean full-scale APT(Accelerated Pavement Tester) and to compare the performances of general dense grade asphalt mixture and modified asphalt mixtures as the first running of the tester. The tests evaluated the rutting resistance for dense grade mixture and three different modified asphalt mixture under three different temperature conditions (25-30, 40, $50^{\circ}C$). The results of the testing were compared with the laboratory test results. Results of the tests indicated that the all the modified asphalt sections showed higher rutting resistance than the dense grade section. Especially, the difference was more noticeable at higher temperature condition. Additionally, $G^*/sin{\delta}$ is found out to be an important factor for permanent deformation prediction whereas the resilient modulus was not.

• Proceedings of the Korean Institute of Communication Sciences Conference
• /
• 1998.06a
• /
• pp.1164-1167
• /
• 1998

• Proceedings of the KWS Conference
• /
• 2000.10a
• /
• pp.131-134
• /
• 2000

• Proceedings of the KTCVS Conference
• /
• 1998.04a
• /
• pp.26-26
• /
• 1998

• Proceedings of the Mineralogical Society of Korea Conference
• /
• 2002.05a
• /
• pp.34-34
• /
• 2002

• Proceedings of the KWS Conference
• /
• 2001.05a
• /
• pp.86-89
• /
• 2001