텍스트 마이닝을 활용한 지역 특성 기반 도시재생 유형 추천 시스템 제안 (Suggestion of Urban Regeneration Type Recommendation System Based on Local Characteristics Using Text Mining)
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- 지능정보연구
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- 제26권3호
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- pp.149-169
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- 2020
현 정부의 주요 국책사업 중 하나인 도시재생 뉴딜사업은 매년 100 곳씩, 5년간 500곳을대상으로 50조를 투자하여 낙후된 지역을 개발하는 것으로 언론과 지자체의 높은 이목이 집중되고 있다. 그러나, 현재 이 사업모델은 면적 규모에 따라 "우리동네 살리기, 주거정비지원형, 일반근린형, 중심시가지형, 경제기반형" 등 다섯 가지로 나뉘어 추진되어 그 지역 본래의 특성을 반영하지 못하고 있다. 국내 도시재생 성공 키워드는 "주민 참여", "지역특화" "부처협업", "민관협력"이다. 성공 키워드에 따르면 지자체에서 정부에게 도시재생 사업을 제안할 때 지역주민, 민간기업의 도움과 함께 도시의 특성을 정확히 이해하고 도시의 특성에 어울리는 방향으로 사업을 추진하는 것이 가장 중요하다는 것을 알 수 있다. 또한 도시재생 사업 후 발생하는 부작용 중 하나인 젠트리피케이션 문제를 고려하면 그 지역 특성에 맞는 도시재생 유형을 선정하여 추진하는 것이 중요하다. 이에 본 연구는 '도시재생 뉴딜 사업' 방법론의 한계점을 보완하기 위해, 기존 서울시가 지역 특성에 기반하여 추진하고 있는 "2025 서울시 도시재생 전략계획"의 도시재생 유형을 참고하여 도시재생 사업지에 맞는 도시재생 유형을 추천하는 시스템을 머신러닝 알고리즘을 활용하여 제안하고자 한다. 서울시 도시재생 유형은 "저이용저개발, 쇠퇴낙후, 노후주거, 역사문화자원 특화" 네 가지로 분류된다 (Shon and Park, 2017). 지역 특성을 파악하기 위해 총 4가지 도시재생 유형에 대해 사업이 진행된 22개의 지역에 대한 뉴스 미디어 10만여건의 텍스트 데이터를 수집하였다. 수집된 텍스트를 이용하여 도시재생 유형에 따른 지역별 주요 키워드를 도출하고 토픽모델링을 수행하여 유형별 차이가 있는 지 탐색해 보았다. 다음 단계로 주어진 텍스트를 기반으로 도시재생 유형을 추천하는 추천시스템 구축을 위해 텍스트 데이터를 벡터로 변환하여 머신러닝 분류모델을 개발하였고, 이를 검증한 결과 97% 정확도를 보였다. 따라서 본 연구에서 제안하는 추천 시스템은 도시재생 사업을 진행하는 과정에서 신규 사업지의 지역 특성에 기반한 도시재생 유형을 추천할 수 있을 것으로 기대된다.
본 연구의 목적은 국내 외식 프랜차이즈 시스템에서 가맹점에 대한 가맹본부의 관계품질에 영향을 미치는 변수를 사후 지원서비스로 설정하고, 사후 지원서비스가 가맹점의 관계품질(신뢰, 만족, 몰입)과 경영성과(재무적 성과, 비재무적 성과)에 미치는 영향에 대한 포괄적인 모형을 개발하는 것이다. 제안된 모형을 검증하기 위하여 서울 및 경기 지역의 외식 프랜차이즈 가맹점 경영자 500명을 대상으로 설문 조사를 하여, 구조방정식을 통해 실증 분석하였다. 분석결과는 다음과 같다. 첫째, 사후 지원서비스 요인 중 제품범주 및 가격 요인과 정보제공 및 문제해결 능력 요인은 가맹점의 만족과 몰입에만 영향을 미치는 것으로 나타났다. 둘째, 물류지원과 슈퍼바이저 지원 요인은 신뢰와 만족에만 영향을 미치는 것으로 나타났다. 셋째, 재교육 및 훈련지원 요인은 가맹점의 신뢰와 몰입에만 영향을 미치는 것으로 나타났다. 넷째, 판매촉진 요인은 신뢰 만족, 그리고 몰입 모두에 영향을 미치는 것으로 나타났다. 다섯째, 관계품질요인들 간의 관계는 신뢰가 만족에 긍정적인 영향을 미치지만 몰입에는 직접적으로 영향을 미치지 못하고, 만족을 통해서 몰입에 긍정적인 영향을 미치는 것으로 나타났다. 여섯째, 신뢰는 재무적 성과에만 긍정적인 영향을 미치고, 만족과 몰입은 재무적 성과와 비재무적 성과 모두에 긍정적 영향을 미치는 것으로 나타났다. 마지막으로 본 연구의 결과요약과 시사점, 그리고 연구의 한계점과 향후 연구방향이 제시되었다.
목적: KT-2000 Knee Ligament Arthrometer를 이용하여 정상 슬관절의 전방 전위를 측정하고, 결과에 영향을 미치는 인자들을 알아보며, 전방 십자 인대 손상 환자 슬관절의 전방 전위를 측정하여 이를 바탕으로 정상인의 전방전위 정도를 전방 십자 인대 손상 환자와 비교하여 이 기기의 유용성을 알아 보고자 한다. 대상 및 방법: 슬관절 손상의 과거력이 없는 성인 남자 30명을 대상으로 2명의 검사자가 30lb의 힘으로 슬관절30
정보화 시대의 넘쳐나는 콘텐츠들 속에서 사용자의 관심과 요구에 맞는 양질의 정보를 선별해내는 과정은 세대를 거듭할수록 더욱 중요해지고 있다. 정보의 홍수 속에서 사용자의 정보 요구를 단순한 문자열로 인식하지 않고, 의미적으로 파악하여 검색결과에 사용자 의도를 더 정확하게 반영하고자 하는 노력이 이루어지고 있다. 구글이나 마이크로소프트와 같은 대형 IT 기업들도 시멘틱 기술을 기반으로 사용자에게 만족도와 편의성을 제공하는 검색엔진 및 지식기반기술의 개발에 집중하고 있다. 특히 금융 분야는 끊임없이 방대한 새로운 정보가 발생하며 초기의 정보일수록 큰 가치를 지녀 텍스트 데이터 분석과 관련된 연구의 효용성과 발전 가능성이 기대되는 분야 중 하나이다. 따라서, 본 연구는 주식 관련 정보검색의 시멘틱 성능을 향상시키기 위해 주식 개별종목을 대상으로 뉴럴 텐서 네트워크를 활용한 지식 개체명 추출과 이에 대한 성능평가를 시도하고자 한다. 뉴럴 텐서 네트워크 관련 기존 주요 연구들이 추론을 통해 지식 개체명들 사이의 관계 탐색을 주로 목표로 하였다면, 본 연구는 주식 개별종목과 관련이 있는 지식 개체명 자체의 추출을 주목적으로 한다. 기존 관련 연구의 문제점들을 해결하고 모형의 실효성과 현실성을 높이기 위한 다양한 데이터 처리 방법이 모형설계 과정에서 적용되며, 객관적인 성능 평가를 위한 실증 분석 결과와 분석 내용을 제시한다. 2017년 5월 30일부터 2018년 5월 21일 사이에 발생한 전문가 리포트를 대상으로 실증 분석을 진행한 결과, 제시된 모형을 통해 추출된 개체명들은 개별종목이 이름을 약 69% 정확도로 예측하였다. 이러한 결과는 본 연구에서 제시하는 모형의 활용 가능성을 보여주고 있으며, 후속 연구와 모형 개선을 통한 성과의 제고가 가능하다는 것을 의미한다. 마지막으로 종목명 예측 테스트를 통해 본 연구에서 제시한 학습 방법이 새로운 텍스트 정보를 의미적으로 접근하여 관련주식 종목과 매칭시키는 목적으로 사용될 수 있는 가능성을 확인하였다.
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.