• The Journal of the Korea Contents Association
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• v.17 no.2
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• pp.269-277
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• 2017

The theses is an analytical comparison research between 'Skills Link' and 'Do Dream' : the former is an effective program to establish a variety of intervention strategies and the institutional foundation for employment support of disadvantaged youth, performed by ESDC in the level of the nation, and the latter is the program which is carried out by K-Dream Center of MGEF in South Korea. As for the research method, comparison and analysis have been fulfilled, focusing on the employment support program. The research includes program background, goal, participation subject, selection standard, program contents, support period, support cost, and program effect. It suggests that we should design the systematic program for the youth in the transition to independency and perform constant support. It is necessary to select beneficiary on the consideration of the characteristics and situation of the disadvantaged youth. In addition, it is required to secure consistency of the program and enlarge the support period. For the sake of successful performance of the independent living program, it is a necessity to motivate the youth and introduce the ways to encourage the business sector to take part in.

• Journal of Software Engineering Society
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• v.28 no.1
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• pp.13-22
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• 2019

To enhance effective and efficient applications of automated security vulnerability checkers in highly competitive and fast-evolving IT industry, this paper studies a comprehensive set of security bug checkers in open-source static analysis frameworks and how they can be utilized for source code inspections according to the security vulnerability inspection guidelines by MOIS. This paper clarifies the relationship be tween all 42 inspection criteria in the MOIS guideline and total 323 security bug checkers in 4 popular open-source static analysis frameworks for Java web applications. Based on the result, this paper also discuss the current challenges and issues in the MOIS guideline, the comparison among the four security bug checker frameworks, and also the ideas to improve the security inspection methodologies using the MOIS guideline and open-source static security bug checkers.

• The Journal of the Convergence on Culture Technology
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• v.10 no.1
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• pp.565-570
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• 2024

Recently, due to adjacent excavation work such as new buildings and common tunnel expansion concentrated around the urban railway, deformation of the underground box and tunnel structure of the urban railway built underground has occurred, and as a result, repair and reinforcement work is frequently carried. In addition, the subway is responsible for large-scale transportation, so ensuring the safety and drivability of underground structures is very important. Accordingly, an automated measurement system is being introduced to manage the safety of underground box structures. However, there is no analysis of structural damage vulnerabilities caused by subsidence or uplift of underground box structures. In this study, we aim to analyze damage vulnerabilities for safety monitoring of underground box structures. In addition, we intend to analyze major core monitoring locations by modeling underground box structures through numerical analysis. Therefore, we would like to suggest sensor installation locations and damage vulnerable areas for safety monitoring of underground box structures in the future.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.20 no.5
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• pp.573-580
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• 2007

This paper presents the numerical estimation of the fatigue life for the frame box's welded parts of the marine vessel engine S60MC-C. The time-variations of the effective stresses at the critical points during a piston cycle are computed through the finite element analysis, by applying the dynamic loadings that were analytically derived in the previous paper. The fatigue lives of the welded parts are estimated by making use of the hot-spot stress extrapolation and the Palmgren-miner cumulative damage rule.

• Water for future
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• v.56 no.8
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• pp.48-57
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• 2023

• Proceedings of the Korea Water Resources Association Conference
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• 2020.06a
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• pp.385-385
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• 2020

본 연구에서는 가뭄과 연관되는 다양한 관련 요인을 포함한 가뭄취약성 평가방안을 수립하고 이를 적용하는 것을 목표로 하였다. 평가기법은 평가인자와 가중치 선정, 평가자료 데이터베이스 구축, 평가자료와 가중치를 조합한 평가의 세 단계로 구성되었으며 평가인자 및 가중치 선정에는 Delphi 조사기법을 적용하고 평가기법으로는 최근 널리 적용되고 있는 MCDM (Multi-Criteria Decision Making) 방법인 TOPSIS (Technique for Order of Preference by Similarity to Ideal Solution) 기법을 활용하였다. 평가인자는 기상분야(Meteorological factors), 농업분야(Agricultural factors), 사회경제분야(Socioeconomic factors), 환경분야(Natural System)로 구성하였으며 선정된 인자에 대한 데이터베이스를 구성하기 위하여 기상청, 농어촌공사, 수자원공사 등의 관계기관이 관리하는 자료를 수집하였다. 수립한 가뭄취약성 평가방안을 2016년 3월부터 2019년 9월까지 우리나라 시군구 행정구역 단위, 총 167개 지역이며 순위법, 비율법, fuzzy 등 가중치 선정방법에 따라 결과에 약간의 차이가 나타난다. 가뭄예보결과와 취약성 평가결과를 비교해 보면 충청남도 홍성군이 동기간 동안 가뭄예경보 발령 횟수가 가장 많았으며, 충청남도 보령시와 서산시도 매우 높은 빈도로 확인되었다. 평가 결과, 충청북도, 경상남도, 전라남도에 가뭄 취약지역이 다수 도출 되어 이들 지역에 대한 가뭄 대응 방안 수립이 필요한 것으로 분석되었다.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 2018.11a
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• pp.336-338
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• 2018

대부분의 해양사고는 인적요인에 의한 과실이 대다수이며 이 문제를 해결하기 위해 해양수산부는 국제 e-Navigation의 주도를 위해 한국형 이네비게이션 사업단을 선정하여 연구과제를 수행 중에 있다. 이네비 연구과제의 사고 취약선박 모니터링 지원 서비스는 선박, 해역, 환경의 취약상황을 반영한 항해 위험도를 산출하는 알고리즘을 개발하고 있으며 충돌 알고리즘 산출을 위해 다양한 종류의 데이터를 수집 및 분석을 수행하고 있다. 이 연구는 이력 기반 취약성 평가를 위한 해상 통계데이터 수집 및 그 데이터의 활용 방안을 수립하고, 데이터 분석결과를 보인다.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 2018.11a
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• pp.333-335
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• 2018

대부분의 해양사고는 인적요인에 의한 과실이 대다수이며 이 문제를 해결하기 위해 해양수산부는 국제 e-Navigation의 주도를 위해 한국형 이네비게이션 사업단을 선정하여 연구과제를 수행 중에 있다. 이네비 연구과제의 사고 취약선박 모니터링 지원 서비스는 선박, 해역, 환경의 취약상황을 반영한 항해 위험도를 산출하는 알고리즘을 개발한 바 있으나 개발한 알고리즘의 타당성 검증이 남아있는 상태이다. 이 연구는 개발된 위험도 산출 알고리즘을 검증하고 알고리즘의 지식베이스 및 인자를 검증하기 위한 툴 개발의 타당성을 보이며, 그 개발결과를 보인다.

• Proceedings of the KWS Conference
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• 1997.10a
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• pp.40-42
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• 1997

1)X65배관의 심 및 원주용접 부분과 X42배관의 원주용접 부분에 대하여, 노치 위치 및 시험온도 변화에 따른 충격 및 파뢰인성 변화를 비교, 분석하였다. 2) 모든 경우에 용착금속부에 대한 충격 및 파괴인성이 가장 취약하게 나타났다.

• Journal of the Korean Society for Railway
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• v.12 no.1
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• pp.16-24
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• 2009

In this study, fatigue crack growth rate of a cracked railway bogie frame under variable amplitude loading is predicted by applying linear elastic fracture mechanics. For this purpose, we find the critical points by reference surveying on cracked railway bogie frames. And we make an effective load history by synthesizing the dynamic load measured from the critical points of railway bogie frame during commercial line operation and the static load calculated from structural analysis. Crack growth analyses are performed at the 3 critical points under the commercial operation loading condition by assuming an initial crack size as 40 mm. and the results are compared with the experimental results from Japanese railway bogie frame crack growth case. From the analysis results, we find that around 500,000 km operating distance is necessary to bring crack growth from the initial crack to unstable crack. And it takes around 3.8 normal operating years. We conclude that it is enough time to detect the crack between normal maintenance period.