기업정보 기반 지능형 밸류체인 네트워크 시스템에 관한 연구 (A Study on Intelligent Value Chain Network System based on Firms' Information)
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- 지능정보연구
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- 제24권3호
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- pp.67-88
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- 2018
최근까지도 중소기업의 지속성장 및 경쟁력 확보에 대한 중요함을 인식함에 따라, 정부 차원에서의 유형 자원(R&D 인력, 자금 등)에 대한 지원이 주로 투입되어 왔다. 그러나 사업지원의 적절성이나 효과성, 효율성 면에서 서로 상충되는 정책부분이 존재하여 과소 지원이나 중복 지원 등 지원체계의 비효율성 문제가 제기되어온 것도 사실이다. 정부나 기업 관점에서는 중소기업의 한정된 자원으로 인해, 외부와의 협력을 통한 기술개발 및 역량강화가 기업의 경쟁우위를 창출하는 근간이라 보고 있으며, 이를 위한 가치창출 활동을 강조하고 있다. 기업 레벨에서의 지식생태계 구축을 통해 일련의 가치사슬로부터 기업거래 관계를 분석하고 결과를 가시화할 수 있는 밸류체인 네트워크 분석이 필요한 것도 이 때문이다. 특허/제품/기업명 검색을 통해 관련 제품의 정보나 특허 보유 기업의 기술(제품) 현황 정보를 제공하는 기술기회발굴시스템(Technology Opportunity Discovery system), 기업(재무)정보와 신용정보을 열람하게 해주는 CRETOP이나 KISLINE 등은 존재하고 있으나 밸류체인 네트워크 분석기반으로 유사(경쟁)기업의 리스트나 향후 거래 가능한 잠재 거래처 정보를 제공해주는 시스템은 부재한 실정이다. 따라서, 본 고에서는 KISTI에서 개발 운영중인 기업 비즈니스 전략수립 지원 파트너인 '밸류체인 네트워크 시스템(Value Chain Network System : VCNS)'을 중심으로, 탑재된 네트워크 기반 분석모듈의 유형, 이를 지원하는 참조정보 및 데이터베이스(D/B)의 구성 로직과 시스템 활용방안을 고찰하며, 산업구조를 이해하고 기업의 신제품 개발을 위한 핵심정보가 되고 있는 지능형 밸류체인 분석 시스템의 네트워크 가시화 기능을 살펴보기로 한다. 한 기업이 다른 기업 대비 경쟁우위를 확보하기 위해서는 보유 특허 또는 현재 생산하고 있는 제품에 대한 경쟁자 식별이 필요하며, 세부 업종별 유사(경쟁)기업을 탐색하는 일은 대상기업의 사업화 경쟁력 확보에 핵심이 된다. 또한 기업간 비즈니스 활동인 거래정보는 유사 분야로 진출할 경우 잠재 거래처 정보를 제공하는 중요한 역할을 수행한다. 이러한 기업간 판매정보를 기반으로 구축된 네트워크 맵을 활용하여 기업 또는 업종 수준의 경쟁자를 식별하는 일은 밸류체인 분석의 핵심모듈로 탑재될 수 있다. 밸류체인 네트워크 시스템(VCNS)은 단순 수집된 종래의 기업정보에 밸류체인(value chain) 및 산업구조 분석개념을 접목하여 개별 기업의 시장경쟁 상황은 물론 특정 산업의 가치사슬 관계를 파악할 수 있다. 특히 업종구조 파악, 경쟁사 동향 파악, 경쟁사 분석, 판매처 및 구매처 발굴, 품목별 산업동향, 유망 품목 발굴, 신규 진입기업 발굴, VC별 핵심기업 및 품목 도출, 해당 기업별 보유 특허 파악 등 기업 레벨에서의 유용한 정보분석 툴로 활용 가능하다. 또한, 거래처 정보 및 재무데이터로부터 분석된 결과의 객관성 및 신뢰성을 기반으로, 현재 국내에서 이용 중인 15,000여개 회원기업과 연구개발서비스업 종사자, 출연(연) 및 공공기관 등에서 사업평가 정보지원, R&D 의사결정 지원 및 중 단기 수요예측 전망 등 다양한 목적(용도)에 밸류체인 네트워크 시스템을 활용할 수 있을 것으로 기대된다. 기업의 사업경쟁력 강화를 위해 정부기관 및 민간 연구개발서비스 기업을 중심으로 기술(특허) 및 시장정보가 제공되어 왔으며, 이는 특허분석(등급, 계량분석 위주) 또는 시장분석(시장보고서 기반 시장규모 및 수요예측 위주)의 형태로 지원되어 왔다. 그러나 기업이 사업화진출 단계에서 겪게 되는 애로요인의 하나인 정보부족을 해결하는데 한계가 있었으며, 특히 경쟁기업 및 거래가능 기업 후보군에 대한 탐색정보는 입수하기 어려웠다. 본 연구를 통해 제안된 네트워크맵 및 보유 데이터 기반의 실시간 밸류체인 가시화 서비스모듈이 중견 중소기업이 당면한 신규시장 진출시 경쟁기업 대비 예상점유율, (예상)매출액 수준, 어느 기업을 컨택하여 유통망(원자재/부품에 대한 공급처, 완제품/모듈에 대한 수요처)을 확보할 지에 대한 핵심정보를 제공할 수 있을 것으로 기대된다. 향후 연구에서는 대체기업(또는 대체품목) 경쟁지표의 개발과 연구주체의 참여를 통한 경쟁요인별 지표의 고도화 연구, VCNS의 성능향상을 위한 데이터마이닝 기술 및 알고리즘을 추가 반영하도록 수행하고자 한다.
본 연구의 목적은 기술혁신형중소기업(이노비즈)의 건전한 성장발전을 위하여 기업의 중요한 전략적 자원으로 인식되고 있는 기술혁신능력과 기술사업화능력이 시장정보지향성을 매개로 경영성과에 미치는 영향을 분석하여 기술혁신형중소기업의 효율적인 경영관리와 정부의 정책방향에 시사점을 제공하고자 하는데 있다. 이러한 목적을 달성하기 위하여 우리나라 기술혁신형 중소기업를 대상으로 오슬로매뉴얼과 선행연구를 토대로 연구개발능력, 기술축적능력, 기술혁신체제를 기술혁신능력으로, 제품화능력, 생산화능력, 마케팅능력을 기술사업화능력으로 구성하고, 이들 요인들이 시장정보지향성을 매개 변수로 경영성과에 미치는 영향을 실증분석을 통하여 검증하였다. 연구결과에 의하면, 제품경쟁력 향상과 같은 기술의 상업적 성과와 직접적인 관련이 있는 경영성과는 기술혁신체제나 생산화능력, 마케팅능력 등의 경영관리적 측면에서의 능력이 상대적으로 큰 영향을 미치며 기술적 성과를 의미하는 신기술/신제품개발 성과는 연구개발능력, 기술축적능력, 제품화능력 등 공학적 측면에서의 능력이 상대적으로 큰 영향을 미친다는 것을 보여 주었다. 또한 시장정보지향성과 관련하여 신기술/신제품개발 등의 기술적 성공을 위해서는 조직내부에서의 정보확산 수준이 상대적으로 크게 부각되고 있고, 제품경쟁력 향상 등 상업적 성공을 이루기 위해서는 정보에 대한 반응수준이 더 크게 요구된다는 점을 함축하고 있다.
The objective of this research is to test the feasibility of developing a statewide truck traffic forecasting methodology for Wisconsin by using Origin-Destination surveys, traffic counts, classification counts, and other data that are routinely collected by the Wisconsin Department of Transportation (WisDOT). Development of a feasible model will permit estimation of future truck traffic for every major link in the network. This will provide the basis for improved estimation of future pavement deterioration. Pavement damage rises exponentially as axle weight increases, and trucks are responsible for most of the traffic-induced damage to pavement. Consequently, forecasts of truck traffic are critical to pavement management systems. The pavement Management Decision Supporting System (PMDSS) prepared by WisDOT in May 1990 combines pavement inventory and performance data with a knowledge base consisting of rules for evaluation, problem identification and rehabilitation recommendation. Without a r.easonable truck traffic forecasting methodology, PMDSS is not able to project pavement performance trends in order to make assessment and recommendations in the future years. However, none of WisDOT's existing forecasting methodologies has been designed specifically for predicting truck movements on a statewide highway network. For this research, the Origin-Destination survey data avaiiable from WisDOT, including two stateline areas, one county, and five cities, are analyzed and the zone-to'||'&'||'not;zone truck trip tables are developed. The resulting Origin-Destination Trip Length Frequency (00 TLF) distributions by trip type are applied to the Gravity Model (GM) for comparison with comparable TLFs from the GM. The gravity model is calibrated to obtain friction factor curves for the three trip types, Internal-Internal (I-I), Internal-External (I-E), and External-External (E-E). ~oth "macro-scale" calibration and "micro-scale" calibration are performed. The comparison of the statewide GM TLF with the 00 TLF for the macro-scale calibration does not provide suitable results because the available 00 survey data do not represent an unbiased sample of statewide truck trips. For the "micro-scale" calibration, "partial" GM trip tables that correspond to the 00 survey trip tables are extracted from the full statewide GM trip table. These "partial" GM trip tables are then merged and a partial GM TLF is created. The GM friction factor curves are adjusted until the partial GM TLF matches the 00 TLF. Three friction factor curves, one for each trip type, resulting from the micro-scale calibration produce a reasonable GM truck trip model. A key methodological issue for GM. calibration involves the use of multiple friction factor curves versus a single friction factor curve for each trip type in order to estimate truck trips with reasonable accuracy. A single friction factor curve for each of the three trip types was found to reproduce the 00 TLFs from the calibration data base. Given the very limited trip generation data available for this research, additional refinement of the gravity model using multiple mction factor curves for each trip type was not warranted. In the traditional urban transportation planning studies, the zonal trip productions and attractions and region-wide OD TLFs are available. However, for this research, the information available for the development .of the GM model is limited to Ground Counts (GC) and a limited set ofOD TLFs. The GM is calibrated using the limited OD data, but the OD data are not adequate to obtain good estimates of truck trip productions and attractions .. Consequently, zonal productions and attractions are estimated using zonal population as a first approximation. Then, Selected Link based (SELINK) analyses are used to adjust the productions and attractions and possibly recalibrate the GM. The SELINK adjustment process involves identifying the origins and destinations of all truck trips that are assigned to a specified "selected link" as the result of a standard traffic assignment. A link adjustment factor is computed as the ratio of the actual volume for the link (ground count) to the total assigned volume. This link adjustment factor is then applied to all of the origin and destination zones of the trips using that "selected link". Selected link based analyses are conducted by using both 16 selected links and 32 selected links. The result of SELINK analysis by u~ing 32 selected links provides the least %RMSE in the screenline volume analysis. In addition, the stability of the GM truck estimating model is preserved by using 32 selected links with three SELINK adjustments, that is, the GM remains calibrated despite substantial changes in the input productions and attractions. The coverage of zones provided by 32 selected links is satisfactory. Increasing the number of repetitions beyond four is not reasonable because the stability of GM model in reproducing the OD TLF reaches its limits. The total volume of truck traffic captured by 32 selected links is 107% of total trip productions. But more importantly, ~ELINK adjustment factors for all of the zones can be computed. Evaluation of the travel demand model resulting from the SELINK adjustments is conducted by using screenline volume analysis, functional class and route specific volume analysis, area specific volume analysis, production and attraction analysis, and Vehicle Miles of Travel (VMT) analysis. Screenline volume analysis by using four screenlines with 28 check points are used for evaluation of the adequacy of the overall model. The total trucks crossing the screenlines are compared to the ground count totals. L V/GC ratios of 0.958 by using 32 selected links and 1.001 by using 16 selected links are obtained. The %RM:SE for the four screenlines is inversely proportional to the average ground count totals by screenline .. The magnitude of %RM:SE for the four screenlines resulting from the fourth and last GM run by using 32 and 16 selected links is 22% and 31 % respectively. These results are similar to the overall %RMSE achieved for the 32 and 16 selected links themselves of 19% and 33% respectively. This implies that the SELINICanalysis results are reasonable for all sections of the state.Functional class and route specific volume analysis is possible by using the available 154 classification count check points. The truck traffic crossing the Interstate highways (ISH) with 37 check points, the US highways (USH) with 50 check points, and the State highways (STH) with 67 check points is compared to the actual ground count totals. The magnitude of the overall link volume to ground count ratio by route does not provide any specific pattern of over or underestimate. However, the %R11SE for the ISH shows the least value while that for the STH shows the largest value. This pattern is consistent with the screenline analysis and the overall relationship between %RMSE and ground count volume groups. Area specific volume analysis provides another broad statewide measure of the performance of the overall model. The truck traffic in the North area with 26 check points, the West area with 36 check points, the East area with 29 check points, and the South area with 64 check points are compared to the actual ground count totals. The four areas show similar results. No specific patterns in the L V/GC ratio by area are found. In addition, the %RMSE is computed for each of the four areas. The %RMSEs for the North, West, East, and South areas are 92%, 49%, 27%, and 35% respectively, whereas, the average ground counts are 481, 1383, 1532, and 3154 respectively. As for the screenline and volume range analyses, the %RMSE is inversely related to average link volume. 'The SELINK adjustments of productions and attractions resulted in a very substantial reduction in the total in-state zonal productions and attractions. The initial in-state zonal trip generation model can now be revised with a new trip production's trip rate (total adjusted productions/total population) and a new trip attraction's trip rate. Revised zonal production and attraction adjustment factors can then be developed that only reflect the impact of the SELINK adjustments that cause mcreases or , decreases from the revised zonal estimate of productions and attractions. Analysis of the revised production adjustment factors is conducted by plotting the factors on the state map. The east area of the state including the counties of Brown, Outagamie, Shawano, Wmnebago, Fond du Lac, Marathon shows comparatively large values of the revised adjustment factors. Overall, both small and large values of the revised adjustment factors are scattered around Wisconsin. This suggests that more independent variables beyond just 226; population are needed for the development of the heavy truck trip generation model. More independent variables including zonal employment data (office employees and manufacturing employees) by industry type, zonal private trucks 226; owned and zonal income data which are not available currently should be considered. A plot of frequency distribution of the in-state zones as a function of the revised production and attraction adjustment factors shows the overall " adjustment resulting from the SELINK analysis process. Overall, the revised SELINK adjustments show that the productions for many zones are reduced by, a factor of 0.5 to 0.8 while the productions for ~ relatively few zones are increased by factors from 1.1 to 4 with most of the factors in the 3.0 range. No obvious explanation for the frequency distribution could be found. The revised SELINK adjustments overall appear to be reasonable. The heavy truck VMT analysis is conducted by comparing the 1990 heavy truck VMT that is forecasted by the GM truck forecasting model, 2.975 billions, with the WisDOT computed data. This gives an estimate that is 18.3% less than the WisDOT computation of 3.642 billions of VMT. The WisDOT estimates are based on the sampling the link volumes for USH, 8TH, and CTH. This implies potential error in sampling the average link volume. The WisDOT estimate of heavy truck VMT cannot be tabulated by the three trip types, I-I, I-E ('||'&'||'pound;-I), and E-E. In contrast, the GM forecasting model shows that the proportion ofE-E VMT out of total VMT is 21.24%. In addition, tabulation of heavy truck VMT by route functional class shows that the proportion of truck traffic traversing the freeways and expressways is 76.5%. Only 14.1% of total freeway truck traffic is I-I trips, while 80% of total collector truck traffic is I-I trips. This implies that freeways are traversed mainly by I-E and E-E truck traffic while collectors are used mainly by I-I truck traffic. Other tabulations such as average heavy truck speed by trip type, average travel distance by trip type and the VMT distribution by trip type, route functional class and travel speed are useful information for highway planners to understand the characteristics of statewide heavy truck trip patternS. Heavy truck volumes for the target year 2010 are forecasted by using the GM truck forecasting model. Four scenarios are used. Fo~ better forecasting, ground count- based segment adjustment factors are developed and applied. ISH 90 '||'&'||' 94 and USH 41 are used as example routes. The forecasting results by using the ground count-based segment adjustment factors are satisfactory for long range planning purposes, but additional ground counts would be useful for USH 41. Sensitivity analysis provides estimates of the impacts of the alternative growth rates including information about changes in the trip types using key routes. The network'||'&'||'not;based GMcan easily model scenarios with different rates of growth in rural versus . . urban areas, small versus large cities, and in-state zones versus external stations. cities, and in-state zones versus external stations.