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자료포락분석을 이용한 ICT산업 신제품 개발 프로젝트 매출 성과에 관한 효율성 분석 : 중견기업 S사의 실례를 중심으로
장희석(HeeSeok Jang),박소현(SoHyun Park),김승철(Seung-Chul Kim) 한국IT서비스학회 2019 한국IT서비스학회지 Vol.18 No.5
When evaluating the performance of a NPD(New Product Development) project, it is common to evaluate the project performance according to the achievement of the planned goal in terms of time, quality and cost management, which are usually three main constraints of the project. The evaluation of the financial factors by which sales contributed to the return of the company is more influential. This is why companies need to increase sales and raise profits. Therefore, it is more reasonable to evaluate the sales performance of NPD projects over a certain period of time against the input costs. At this time, we can analyze the causes of inefficient projects and compare them with other projects and find out how to improve the sales performance to help the company increase its competitiveness. In this paper, we analyze the relative efficiency of the sales performance on the input of the projects by using the actual sales in the period of one year after mass production of the NPD projects of ‘S’ company in ICT industry. Input factors include developer resource and development cost for the NPD reported after the project has been completed, the delay weeks for the schedule targeted at the project planning stage, and the number of quality issues due to development design faults during initial mass-production. The sales figure and the contribution margin of the product after one year from the start of mass production are defined as the output factors. In this paper, we analyze the efficiency of the projects by using data envelope analysis (DEA). As a result, we found out the reason of the inefficient project of DMUs according to the differences in the characteristics of the efficient and inefficient B2B markets based on the result of DEA of NPD projects. Thus, the goal of this paper is to identify strategies for improving sales performance of NPD projects in inefficient markets.
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Priority Analysis of Project Stage-wise Risk Factors
Heeseok Jang(장희석),Sungyong Choi(최성용),Minho Lee(이민호) 한국산업경영시스템학회 2018 한국산업경영시스템학회지 Vol.41 No.3
In this paper, we identify risk factors that are likely to occur during the lifecycle of a new product development (NPD) project from the literatures, and identify the three objectives or three constraints that will ultimately be achieved for project success in the ICT industry : performance (scope/quality), schedule (time), and cost. Firstly, we interviewed the project experts to classify the risk factors according that the final project objectives are changeable based on scope/quality, time and cost budget constraints. Secondly, the survey for pairwise comparisons between the risk factors was asked to the project managers and members who had ever actually participated in the NPD projects of ICT industry to determine the priority ranks on relative importance using AHP (Analytic Hierarchy Process). The risk factors negatively affecting the goals of projects were analyzed by using the AHP respectively in four project stages during the life cycle of the project. The comparison of risk factors within each stage is a different approach unlike the literatures which have covered project’s overall risk assessment. There is an advantage that risk management can be effectively performed with priorities according to each stage from the start to the end of the project. In other words, it is necessary to identify what risk factors will occur in each stage, and to have ideas at each stage with the priorities so that they can be mitigated and eliminated before actual occurrence. As a result, risks on scope & quality changes were found to be the most important considerations for initiative stage of NPD projects in the ICT industry, whereas in the final stage, risks on schedule (time) changes were the most important priorities. Among the ICT industry product categories, ‘communication and broadcasting devices’ and ‘IT and communication based devices’ generally have a high priority in terms of risks on scope & quality changes when initiating the project. At the closing stage of the project, however, considering that schedule (time) changeable risk is getting higher, these products tend to target at B2B market rather than B2C because the new products must be delivered and launched in time as customer firm required.
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FRP 보강근을 사용한 콘크리트 보의 콘크리트 전단강도
조재민,장희석,김명식,김충호,Cho, Jae Min,Jang, Hee Suk,Kim, Myung Sik,Kim, Chung Ho 대한토목학회 2009 대한토목학회논문집 A Vol.29 No.3A
본 연구에서는 전단보강이 없는 FRP 보강근을 사용한 콘크리트 보의 제작 및 파괴실험을 통하여 FRP bar와 철근의 탄성계수비, 휨보강근비 및 전단지간비의 영향을 동시에 고려하여 콘크리트 전단강도를 평가할 수 있는 수식을 제안하였다. 실험변수로서 2종류의 FRP bar, 3종류의 전단지간비 및 3종류의 휨보강근비를 사용하였으며, 총 36개의 FRP 보강근을 사용한 콘크리트 보를 제작하고 4점 휨 실험을 수행하였다. 전단지간비의 영향을 상세히 분석하기 위하여 앞서 연구된 2종류의 전단지간비에 대한 실험결과를 인용하였다. 실험자료들을 회귀분석하여 콘크리트 전단강도 계산에 필요한 전단강도보정계수를 구하는 수식을 제안하였다. 제안된 수식의 검증을 하기 위하여 여러 문헌으로부터 조사된 31개의 실험결과에 대하여 본 연구의 제안식과 다른 연구자들이 제안한 수식들을 함께 적용하여 비교 분석하였다. 그 결과, 본 연구에서 제안된 수식은 실험결과에 가장 근접하는 결과를 주는 것을 알 수 있었다. This study is to develop equations that consider the elastic modulus ratio of FRP bar and steel reinforcement, shear span to depth ratio, and flexural reinforcement ratio of FRP bar, to determine concrete shear strength of FRP reinforced concrete beams without shear reinforcement. As experimental parameters, 2 types of FRP bar, 3 types of shear span to depth ratio, and 3 types of flexural reinforcement were used. Experimental results for two of shear span to depth ratio were quoted from previous study to evaluate effect of shear span to depth ratio in more detail. Shear strength correction factors needed for evaluating concrete shear strength were proposed from regression analysis using above experimental results. Equations suggested from this study and other codes were examined and compared with 31 experimental results available in the literature. From this comparison, it could be known that the equation suggested from this study gives the most approaching result to experimental results.
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진치섭,장희석,Jin, Chi Sub,Jang, Heui Suk 대한토목학회 1991 대한토목학회논문집 Vol.11 No.1
본 논문에서는 구조물의 응력확대 계수를 균열선단주위에서 정의되는 표면적분법에 의하여 구하는 방법을 연구하였다. 통상의 J적분법을 변형시켜 표면 적분법을 유도하였으며 물체력을 고려하는 경우도 포함시켰다. 유한요소 해석결과를 입력변수로 받아들여 표면적분법으로 응력확대계수 $K_I$과 $K_{II}$를 구하는 프로그램을 작성하였다. 형상비(요소길이/균열길이)가 25% 정도인 요소망에서 본 논문에서 제안한 포물선형태의 평활곡선함수를 사용한 결과, 외측적분반경이 균열길이의 1/3~1 되는 구간에서 비교적 정확한 응력확대 계수가 얻어지는 것을 알수 있었다. The determination of the stress intensity factors is investigated by means of a surface integral defined around the crack tip of the structure. It has been shown in this work that this integral is derived from the standard path integral J. The use of the surface integral has also been extended to the case where body forces act. Computer program obtaining the stress intensity factors $K_I$ and $K_{II}$ is developed, which prepares input variables from the result of the conventional finite element analysis. This paper provides a parabolic smooth curve function. By the use of the function and conventional element meshes in which the aspect ratio (element length/crack length)is about 25 percent, relatively correct $K_I$ and $K_{II}$ values can be obtained for the exterior radius ranging from 1/3 to 1 of the crack length.
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진치섭,차영수,장희석,Jin, Chi Sub,Cha, Young Soo,Jang, Heui Suk 대한토목학회 1989 대한토목학회논문집 Vol.9 No.1
철근콘크리트 쉘의 재료비선형 파괴해석을 위한 프로그램을 개발하여 탄성 및 비탄성 범위에서의 하중-변형 응답과 균열전파를 추적하였다. 면내력과 면외력 사이의 상호작용효과를 고려한 충분할 등매개변수 평판요소를 사용하였으며 전단변형을 고려하기 위하여 Mindlin판 이론을 이용하였다. 해석프로그램의 정당성은 철근콘크리트 쉘 시험체를 해석하고 그 결과와 실험결과를 비교하므로써 확인하였다. A finite element program for material nonlinear fracture analysis of reinforced concrete shell was developed. This method can be used to trace the load-displacement response and crack propagation through the elastic and inelastic ranges. A layered isoparametric flat finite element considering the coupling effect between the in-plane and the bending action was developed. Mindlin plate theory taking account of transverse shear deformation was used. The validity of the present program was proved by comparing the numerical results with Hedgren's experimental data.
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