• 프린팅코리아
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• s.33
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• pp.58-61
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• 2005

출판.인쇄분야가 노동부와 한국산업인력공단(이사장 이동훈)이 국가차원에서 표준화한 국가직업능력표준에 포함됐다. 국가직업능력 표준 개발은 노동부가 지난 2002년 5월 산업인력공단 중앙고용정보원에 국가직업능력표준개발기획단을 구성해 국가직업능력표준 개발현황, 모형설계, 활용방안 연구와 일부 영역의 개발을 위탁함으로써 이뤄졌다. 이를 통해 노동부와 산업인력공단은 2004년에 출판.인쇄, 환경서비스, 마케팅, 기계장치설치 및 유지보수, 건설시공 등 5개 영역(34직종)의 직업능력표준 개발을 완료했고 향후 매년 20~30개 영역을 개발하여 2008년까지 총 100개 영역에 대해 개발한다는 계획이다.

• Journal of the Korea Concrete Institute
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• v.16 no.1 s.79
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• pp.94-101
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• 2004

This study shows the test results of seven RC beams retrofitted with modified polymer system and parametric study about the effects of tensile strength of retrofitting materials by analytical method on the flexural behavior. The main parameters are the retrofitted depth and length. The beams are loaded to the failure by four-point loading. Test results show that the effect of the retrofitted length on the structural behavior is more significant than that of depth. As the retrofitted depth is increased, the beams represents the brittle failure mode The non-linear analysis is carried out to grasp the effect of the tensile strength of retrofitting material on the structural behavior. As the retrofitted depth and length are increased, the tensile strength becomes more effective so these parameters should be considered to determine the retrofitted area. The analytical results show that failure strength is less than that of experimental results, but the stiffness is vice versa.

• Journal of Digital Convergence
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• v.15 no.9
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• pp.211-221
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• 2017

The semiconductor industry develops and maintains software embedded in computer-controlled tools and facilities, to process and manufacture high-tech products. Upgrading embedded softwares for semiconductor processing robots and machinery is one of the basic activities that must be performed in order to maintain product quality and integrity. Maintenance and enhancement of embedded software consume a major portion of the total life cycle cost of a system. However, the area has been given little attention in the literature. 502 maintenance and enhancement cases, related to embedded softwares in wafer processing machines, were selected at random for analysis. Practical implications are also discussed.

• Proceedings of the Korean Society of Computer Information Conference
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• 2019.07a
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• pp.403-404
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• 2019

국내대학은 학령인구 감소와 등록금 동결로 재정적인 어려움을 겪고 있다. 2018년 대학기본역량진단평가를 받으면서 선택과 집중을 통한 생존전략을 모색하고, 효율적으로 대학을 운영하는 방법이 주목받고 있다. 교육서비스 품질의 향상은 대학 행정직원의 업무 몰입을 통해서 가능하며, 이는 직원 만족도의 향상을 통해 이루어진다. 대학 행정직원의 실제 만족도는 사전에 갖고 있던 일정 수준의 기대가 영향을 미친다. 본 연구에서는 사전 기대와 실제 성과의 차이인 직무기대 불일치가 전반적인 직무만족에 미치는 영향을 조사하였다. 이를 통해 지원정책의 우선순위를 제시하여 효율적인 전략수립에 도움을 주고자 한다. 남성은 여성에 비해 보수결정과정과 조직내 인간관계를 더욱 중요하게 여기고 있으며, 여성은 정년보장을 더욱 중요하게 여기고 있다. 근무기간이 짧을수록 보수결정과정, 급여의 적절성, 복지제도에서 기대불일치가 높고, 승진의 공정성에 대한 기대불일치는 낮다. 전반적인 직무만족 결과가 개인 특성별로 차이가 존재하므로 직원 지원정책 수립과정에 개인 특성을 고려한다면 제한된 재원으로 효율적인 전략을 수립할 수 있을 것이다.

• Proceedings of the Korea Water Resources Association Conference
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• 2021.06a
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• pp.286-286
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• 2021

벽골제는 전북 김제시에 위치하고 있으며 우리나라의 고대 저수지이다. 벽골제는 고대 농경사회의 대규모 토목사업으로 건설되었다. 약 2.5km의 제방이 현존하고 있다. 축조 시기는 삼국시대 서기 330년이다. 이후 통일신라 원성왕(AD.790)과 고려 현종 및 인종 때 보수되었으며 조선 태종(AD.1415)에 대대적인 보수를 하였다. 세종 2년(AD.1420)에 심한 폭우로 유실되었다. 그 후 일제강점기 1925년에 김제 간선수로로 개조함으로써 원형이 크게 훼손되었다. 벽골제는 우리나라뿐만 아니라 동아시아 고대 저수지로서 중요하다. 벽골제의 축조방식(부엽공법)과 측량기술은 일본 오사카부의 사야마이케(저수지)에 영향을 주었다. 사야마이케는 고대저수지로서 원형이 보존되어 있으며 유네스코 세계 유적으로 등재하기 위한 준비가 충실하게 진행되어 왔다. 본 연구에서는 벽골제가 고대저수지로서 가치를 인정받고 보존하기 위해 발굴되고 있다. 더불어 벽골제의 수공학적 능력 평가가 필요하다고 판단된다. 벽골제 유역을 대상으로 현재 지형과 최근이 수문자료를 이용하여 평가하였다. 발굴된 벽골제를 기준으로 유역을 설정하였다. 벽골제 유역 특성을 토대로 강우 분석을 수행하여 홍수량과 벽골제를 기준으로 수면적과 용적을 산정하였다. 벽골제에는 5개 수문이 있으며 3개는 Sluice Gate 형식(장생거, 중심거, 경장거)이고 2개의 월류형 형식(수여거, 유통거)으로 구성되어 있다. 최근에 수여거는 발굴 중이며 유통거는 미발굴 상태이다. 발굴된 수문의 규모를 토대로 수문 개방 정도에 따라, 웨어의 첨단고에 따라, 제내지의 수위를 조합하여 시나리오를 구성하였다. 시나리오에 따라서 최고수위를 산정하여 벽골제의 능력을 평가하였다. 이를 근거로 벽골제의 붕괴 원인을 추정해 보았다.

• The Journal of the Korea Contents Association
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• v.18 no.11
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• pp.455-461
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• 2018

This paper presents experimental investigations about flexural strength and durability of reinforced concrete beams repaired using ductile fiber reinforced cementitious composite (DFRCC) and carbon fiber sheet through freezing and thawing test. Total 14 RC beams of $100{\times}100{\times}400mm$ size were tested by 3-point bending and freezing and thawing test by KS F 2456. The beams were reinforced using 3D10 steels on both the tensile and compressive sides, and repaired on 3 sides expect on top cycle. Test results showed that the beams repaired using fiber carbon sheet revealed about 15% higher values of flexural strength compared than the cases of DFRCC motar. On the other hand, the results did not showed meaningful differences in the aspect of durability. For further research, consideration of the steel interference effect and real old specimens such as taken from real deteriorated structures are needed to be tested after repairing with DFRCC and carbon fiber sheet.

• The Journal of the Korea Contents Association
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• v.22 no.4
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• pp.314-323
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• 2022

This study examines the effecs of National Pension Service blockholders on accounting conservatism. The sample consists of 10,117 non-banking firm-years listed in Korea Stock Exchange(KOSPI) during the period 2011 to 2018. The results of this study are as follows. First, it was found that companies in which the National Pension Service as a major shareholder hold more than 5% of the shares are less prone to conservative accounting treatment than those that do not. Second, such a negative relationship between investment by the National Pension Service and conservative accounting was consistently found even when the investment period of the National Pension Service was divided into short-term (less than 1 year) and long-term (more than 3 years). It is expected that the National Pension Service, the largest institutional investor in Korea, will be able to carry out meaningful management control activities on investment companies. As the monitoring function of the National Pension Service works effectively in the capital market, agency costs are reduced, and investors' demands for corporate conservative accounting have decreased.

• Journal of the Korea Concrete Institute
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• v.17 no.2 s.86
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• pp.171-177
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• 2005

Even though the cost associated with the repair and rehabilitation of existing structures are rapidly increasing, vast number of the repaired and rehabilitated structures do not function properly as expected during their remaining service lives. This paper focused on the flexural behavior of reinforced concrete slabs repaired and reinforced by PS strand and polymer mortar in the tension face. The slabs have the size of 700${\times}120{\times}$2200 m and 700${\times}120{\times}$1300 mm. Variables of experiment were space of strengthening, chipping, the number of strand, the kind of mortar in this experimental study. Attention is concentrated upon overall bending capacity, deflection, ductility and failure mode of repaired and reinforced slabs. Test results show that deflection of repaired and reinforced slabs reduced to approximately $40 \%$ comparison to standard slabs. Boundary cracking of chipping slab started ultimate load afterward. Concrete-mortar interface cracked 64.5 kN in repaired slab with AP mortar and 36.0 kN in repaired slab with general polymer mortar. Reinforcement effect increased with reducing space of strand. Also, Reinforcement effects are more by strand than by polymer mortar.

• Korean Journal of Construction Engineering and Management
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• v.19 no.4
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• pp.34-42
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• 2018

Apartment is a typical type of housing preferred by the majority of people. However, and defect disputes occur because various defects such as cracks, subsidence, breakage, water leakage, dew condensation and dropout are confirmed with numerous structures and finishing materials. From this point of view, this paper analyzes defect frequency and costs of each warranty period by work types, and estimates defect risks by using defect dispute cases. It examined about 5,337 defect items for 32 apartment over ten years old. In this paper, there are 10 types of work types and the warranty liability period is divided into 6 categories. Based on these categories, defect frequency and costs are investigated, and finally defect risk of the warranty liability period by work types confirmed. As a result of this analysis, it was found that defect risk in RC and finishing work is very high. Especially the RC work revealed that there is a high risk of trying from the third year onwards and it was found that the defect risk up to the second year is high in the finishing work. Due to aging of RC structure, the defect risk gradually increases, and finishing work initially cause defect disputes because of the housing environment.

• International Journal of Highway Engineering
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• v.11 no.3
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• pp.97-109
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• 2009

One of the main causes of asphalt rutting is high temperature of the pavement. Nevertheless, there has been few research on lowering the pavement temperature for reducing rutting. This study investigated the performance characteristics of moisture-retaining porous asphalt pavement, which is known to have a temperature reducing effect. The purpose of this study is to quantify the temperature reducing effect of moisture-retaining porous asphalt pavement and its effect of reducing rutting through Accelerated Pavement Testing(APT). Additionally, the possibility of reducing the thickness of the pavement in comparison to general dense grade pavement by analyzing structural layer coefficient of moisture retaining pavement. A total of three test sections consisting of two moisture-retaining porous asphalt pavement sections and one general dense-grade porous asphalt pavement section were constructed for this study. Heating and spraying of water were carried out in a regular cycle. The loading condition was 8.2 ton of wheel load, the tire pressure of $7.03kgf/cm^2$, and the contact area of $610cm^2$. The result of this experiment revealed that the temperature reducing effect of the pavement was about $6.6{\sim}7.9^{\circ}C$(average of $7.4^{\circ}C$) for the middle layer and $7.9{\sim}9.8^{\circ}C$(average of $8.8^{\circ}C$) for surface course, resulting in a rutting reduction of 26% at the pavement surface. Additionally, the structural layer coefficient of moisture retaining pavement measured from a laboratory test was 0.173, about 1.2 times that of general dense grade pavement. The general dense-grade porous asphalt pavement test section exhibited rutting at all layers of surface course, middle layer, and base layer, while the test sections of moisture-retaining porous asphalt pavement manifested rutting mostly at surface course only.