벤처기업정밀실태조사와 한국기업혁신조사 데이터를 활용한 통계적 매칭의 타당성 검증 (The Validity Test of Statistical Matching Simulation Using the Data of Korea Venture Firms and Korea Innovation Survey)
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- 지식경영연구
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- 제24권1호
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- pp.245-271
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- 2023
최근 데이터 경제가 가속화되면서 경영학 분야에서는 데이터 매칭이라는 새로운 기법이 주목받고 있다. 데이터 매칭은 모집단이 같지만 서로 다른 표본에서 수집된 데이터셋을 합치는 기법 또는 처리 과정을 의미한다. 그중에서 통계적 매칭은 서로 다른 데이터를 결합하는데 있어서 사업자 번호와 같이 기준이 되는 변수가 없는 경우 통계적 함수를 활용하여 데이터를 매칭하는 방법이다. 선행연구 검토결과 경제학, 교육학, 보건, 의료 등 다양한 분야에서 통계적 매칭이 많이 사용되고 있는데 반해 경영학 분야는 제한적임을 확인할 수 있었다. 본 연구는 기존 경영학 분야에서 충분히 연구되지 않았던 통계적 매칭의 유용성을 검증하고 활용도를 높이는 방안을 연구하고자 한다. 연구목적을 달성하기 위해 본 연구에서는 2020 벤처기업정밀실태조사와 2020 한국기업혁신조사 자료를 활용하여 통계적 매칭 시뮬레이션을 수행하였다. 먼저, 선행연구를 바탕으로 통계적 매칭에 사용되는 변수를 선정하였다. 공통변수는 업종, 종업원수, 지역, 업력, 상장시장, 매출로 설정하였고, 검증을 위한 고유변수와 제공변수는 중소기업 혁신에서 가장 중요한 연구인력 비율과 R&D 비용으로 각각 설정하였다. 사전 검증을 위해 2020 벤처기업정밀실태조사 자료를 수여자 데이터 30%와 기여자 데이터 70%로 분할하였다. 통계적 매칭에는 마할라노비스 거리와 랜덤 핫덱을 결합한 방식을 사용하였고, 성능평가는 수여자 데이터와 원시 데이터의 평균값 비교와 커널 밀도 함수(Kernel Density Estimation)를 통해 데이터 분포를 비교하였다. 검증결과, 수여자 데이터 30%와 기여자 데이터 70%에서 추출된 매칭 데이터의 평균값이 통계적으로 유의한 차이가 없는 것으로 나타나 유사한 데이터가 매칭된다는 것을 확인하였다. 또한, 두 데이터의 커널 밀도 함수로 도출한 데이터 분포 역시 유사한 형태가 나타나는 것을 확인할 수 있었다. 사후 검증에는 2020 벤처기업정밀실태조사에서 임의로 30%를 수여자 데이터로 추출하고 2020 한국기업혁신조사 자료를 기여자 데이터로 설정하여 통계적 매칭을 수행하고 검증하였다. 사전 검증과 마찬가지로 공통변수는 업종, 종업원수, 지역, 업력, 상장시장, 매출로 설정하였고, 검증을 위한 고유변수는 연구 인력 비율과 R&D 비용으로 정의하였다. 분석 결과, 수여자 데이터의 연구인력 비율의 평균과 기여자 데이터의 평균은 예상과 다르게 통계적으로 차이가 있는 것으로 나타났다. 하지만 커널 밀도 함수에 따른 두 데이터의 분포는 유사한 형태를 보이는 것으로 조사되어 통계적 매칭의 적절성을 확인할 수 있었다. R&D 비용은 통계적 매칭 수행 결과, 수여자 데이터의 R&D 비용 평균과 기여자 데이터의 평균이 통계적으로 차이가 없었고, 커널 밀도 함수도 유사한 분포를 보이는 것으로 조사되었다. 이러한 결과는 모집단은 동일하지만 서로 다른 표본에서 수집된 자료를 통계적으로 결합하여 신뢰할 수 있는 새로운 데이터를 확보할 수 있다는 측면에서 큰 의의가 있다. 또한, 경영학 분야에서 많이 사용되지 않았던 데이터 매칭 방법론을 모의실험을 통해 타당성을 검증함으로써 연구용 데이터 확보와 연구방법론의 확장에 기여했다는 점에서 시사점을 가진다.
스마트폰이 널리 보급되고 현대인들의 생활 속에 깊이 자리 잡으면서, 스마트폰에서 수집된 다종 데이터를 바탕으로 사용자 개인의 행동을 인식하고자 하는 연구가 활발히 진행되고 있다. 그러나 타인과의 상호작용 행동 인식에 대한 연구는 아직까지 상대적으로 미진하였다. 기존 상호작용 행동 인식 연구에서는 오디오, 블루투스, 와이파이 등의 데이터를 사용하였으나, 이들은 사용자 사생활 침해 가능성이 높으며 단시간 내에 충분한 양의 데이터를 수집하기 어렵다는 한계가 있다. 반면 가속도, 자기장, 자이로스코프 등의 물리 센서의 경우 사생활 침해 가능성이 낮으며 단시간 내에 충분한 양의 데이터를 수집할 수 있다. 본 연구에서는 이러한 점에 주목하여, 스마트폰 상의 다종 물리 센서 데이터만을 활용, 딥러닝 모델에 기반을 둔 사용자의 동행 상태 인식 방법론을 제안한다. 사용자의 동행 여부 및 대화 여부를 분류하는 동행 상태 분류 모델은 컨볼루션 신경망과 장단기 기억 순환 신경망이 혼합된 구조를 지닌다. 먼저 스마트폰의 다종 물리 센서에서 수집한 데이터에 존재하는 타임 스태프의 차이를 상쇄하고, 정규화를 수행하여 시간에 따른 시퀀스 데이터 형태로 변환함으로써 동행 상태분류 모델의 입력 데이터를 생성한다. 이는 컨볼루션 신경망에 입력되며, 데이터의 시간적 국부 의존성이 반영된 요인 지도를 출력한다. 장단기 기억 순환 신경망은 요인 지도를 입력받아 시간에 따른 순차적 연관 관계를 학습하며, 동행 상태 분류를 위한 요인을 추출하고 소프트맥스 분류기에서 이에 기반한 최종적인 분류를 수행한다. 자체 제작한 스마트폰 애플리케이션을 배포하여 실험 데이터를 수집하였으며, 이를 활용하여 제안한 방법론을 평가하였다. 최적의 파라미터를 설정하여 동행 상태 분류 모델을 학습하고 평가한 결과, 동행 여부와 대화 여부를 각각 98.74%, 98.83%의 높은 정확도로 분류하였다.
The wall shear stress in the vicinity of end-to end anastomoses under steady flow conditions was measured using a flush-mounted hot-film anemometer(FMHFA) probe. The experimental measurements were in good agreement with numerical results except in flow with low Reynolds numbers. The wall shear stress increased proximal to the anastomosis in flow from the Penrose tubing (simulating an artery) to the PTFE: graft. In flow from the PTFE graft to the Penrose tubing, low wall shear stress was observed distal to the anastomosis. Abnormal distributions of wall shear stress in the vicinity of the anastomosis, resulting from the compliance mismatch between the graft and the host artery, might be an important factor of ANFH formation and the graft failure. The present study suggests a correlation between regions of the low wall shear stress and the development of anastomotic neointimal fibrous hyperplasia(ANPH) in end-to-end anastomoses. 30523 T00401030523 ^x Air pressure decay(APD) rate and ultrafiltration rate(UFR) tests were performed on new and saline rinsed dialyzers as well as those roused in patients several times. C-DAK 4000 (Cordis Dow) and CF IS-11 (Baxter Travenol) reused dialyzers obtained from the dialysis clinic were used in the present study. The new dialyzers exhibited a relatively flat APD, whereas saline rinsed and reused dialyzers showed considerable amount of decay. C-DAH dialyzers had a larger APD(11.70
The wall shear stress in the vicinity of end-to end anastomoses under steady flow conditions was measured using a flush-mounted hot-film anemometer(FMHFA) probe. The experimental measurements were in good agreement with numerical results except in flow with low Reynolds numbers. The wall shear stress increased proximal to the anastomosis in flow from the Penrose tubing (simulating an artery) to the PTFE: graft. In flow from the PTFE graft to the Penrose tubing, low wall shear stress was observed distal to the anastomosis. Abnormal distributions of wall shear stress in the vicinity of the anastomosis, resulting from the compliance mismatch between the graft and the host artery, might be an important factor of ANFH formation and the graft failure. The present study suggests a correlation between regions of the low wall shear stress and the development of anastomotic neointimal fibrous hyperplasia(ANPH) in end-to-end anastomoses. 30523 T00401030523 ^x Air pressure decay(APD) rate and ultrafiltration rate(UFR) tests were performed on new and saline rinsed dialyzers as well as those roused in patients several times. C-DAK 4000 (Cordis Dow) and CF IS-11 (Baxter Travenol) reused dialyzers obtained from the dialysis clinic were used in the present study. The new dialyzers exhibited a relatively flat APD, whereas saline rinsed and reused dialyzers showed considerable amount of decay. C-DAH dialyzers had a larger APD(11.70
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.
충남(忠南) 전북지방(全北地方) 적송림(赤松林)의 천이과정(遷移過程)을 연구(研究)하기 위하여 솔잎혹파리의 피해지속기간(被害持續期間)에 따라 피해극기지(被害極基地) (5년전(年前)에 피해발생(被害発生))인 공주(公州)(A), 피해지속지(被害持續地)(10년전(年前)에 피해발생(被害発生))인 부여(扶餘)(B), 피해회복지(被害回復地)(20년전(年前)에 피해발생(被害発生))로서 고창지역(高敞地域)(C)을 조사지역(調査地域)으로 설정(設定)하고, 각(各) 조사지역별(調査地域別)로 환경요인(環境要因)과 식생상태(植生狀態)를 調査하여, 환경요인(環境要因)과 식생상태(植生狀態), 삼림군집(森林群集)의 비교(比較), 식물상(植物相)의 변화(変化) 등(等)을 분석(分析)한 결과(結果)를 요약(要約)하면 다음과 같다 1. 임분(林分)이 솔잎혹파리피해(被害)로 부터 회복(回復)되어 감에 따라 식생구성(植生構成)에 변화(変化)가 오고 대상수종(代償樹種)으로 발달(発達)된 참나무류(類)의 상대우점치(相対優点値)가 감소(減小)되었다. 그러나 본(本) 조사지역내(調査地域內)에서는 상수리나무의 상대우점치(相対優点値)가 다른 참나무류(類) 보다 높았다. 2. 솔잎혹파리피해(被害)가 지속(持續)됨에 따라 삼림군집(森林群集)의 종구성상태(種構成狀態)가 점차 다양(多樣)하여진다. 그후 피해(被害)가 회복(回復)됨에 따라 임분(林分)의 종구성상태(種構成狀態)는 단순화(单純化)되는 것으로 나타났다. 3. 상대밀도(相対密度) 및 상대우점치(相対優点値)의 상대치(相対値)에 의(依)한 식생천이(植生遷移)를 종합분석(綜合分析)한 결과(結果) 솔잎혹파리피해(被害)의 극심(極甚)에서 우점종(優点種)을 이루던 참나무류(類)가 피해(被害)로부터 회복(回復)되어감에 따라 그 값이 감소(減少)되고, 싸리류(類), 진달래류(類) 등(等)이 하층식생(下層植生)을 형성(形成)하는 삼림군집(森林群集)으로 변화(変化)하여 갔다. 4. 식생(植生)에 미친 토심(土深), 토양함수량(土壤含水量), 유기물함량(有機物含量), 그리고 유기물층(有機物層)의 두께는 본(本) 조사대상지(調査対象地)의 범위내에 있어서는 거의 같은 것으로 사료(思料)되었고 연평균강수량(年平均降水量)과 온도(温度)도 유사(類似)하였다고 본다.