전시장 참관객의 계획되지 않은 방문행동에 있어서 부스추천시스템의 영향에 대한 연구 (A Study on the Effect of Booth Recommendation System on Exhibition Visitors Unplanned Visit Behavior)
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- 지능정보연구
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- 제17권4호
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- pp.175-191
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- 2011
국가신성장동력으로MICE(Meeting, Incentive travel, Convention, Exhibition) 산업이각광받으면서국내전시산업에 대한 관심이 드높아 지고 있다. 이에 따라 국내 전시산업(domestic exhibition industry)도 미국이나 유럽과 같이 전시성과를 향상시키기 위한 다양한 연구가 진행 중이다. 그 중에서도 전시환경이나 전시기법 등에 따라 관람효과가 다르기 때문에 지능형 정보기술을 이용하여 전시장에 방문한 참관객의 참관패턴을 분석하여 참관객을 이해하고 더 나아가 참여업체 간의 연관관계 도출 및 전시회의 성과를 높이고자 하는 연구들이 진행되고 있다. 그런데, 이러한 기존의 부스추천시스템과 관련된 연구를 살펴보면 시스템적인 관점에서 추천의 정확성만을 논하고 있을 뿐 추천을 통한 참관객의 행동이나 인식의 변화에 대해서는 충분히 논의하고 있지 못하다. 부스추천시스템(Booth Recommendation System)은 참관객의 부스방문 정보를 바탕으로 참관객에게 적절한 부스를 추천하기 때문에 참관객은 사전에 계획하지 않은 전시장을 방문하게 될 수 있다. 이 때 참관객은 계획하지 않은 방문행동을 통해서 만족할 수도 있지만 추천과 정이 번거롭다거나 자유롭게 참관을 하는데 방해가 된다고 생각할 수 있다. 이 경우 참관객의 자유로운 관람보다 오히려 더 좋지 않은 성과를 낼 수 있다. 따라서 부스 추천시스템을 전시장에 적용하기 위해서는 시스템의 성과에 미치는 영향요인이 무엇인지 전반적으로 검토하고, 부스추천시스템이 참관객의 계획되지 않은 방문행동에 미치는 영향에 대해 면밀히 검토해야 한다. 이에 본 연구에서는 부스추천시스템의 성과에 영향을 미치는 요인이 무엇인지 이론과 기존문헌을 통해 살펴보고자 하였다. 또한, 참관객의 지각된 부스추천시스템의 성과가 참관객의 계획되지 않은 행동에 대한 만족도와 부스추천시스템의 재사용의도에 어떤 영향을 미치는지 살펴보고자 하였다. 이러한 연구목적을 달성하기 위한 이론적 프레임워크로 본 연구는 계획되지 않은 행동이론(Unplanned Behavior Theory)을 도입하였다. 계획되지 않은 행동(unplanned behavior)이란 "소비자들이 사전에 계획하지 되지 않은 채 실행된 어떤 행동"으로 정의할 수 있다. 소비자들의 계획되지 않은 행동은 그 동안 마케팅 등 다양한 분야에서 연구되어 왔다. 특히, 마케팅에서는 계획되지 않은 행동 중 계획되지 않은 구매(unplanned purchasing)에 많은 관심을 두어 왔는데 이 개념은 종종 충동적 구매(impulsive purchasing)와 혼동되어 사용되곤 하였다. 그런데, 충동적 구매가 갑자기 무엇인가 구매를 해야하는 강하고 지속적인 충동(urge)이라고 본다면 계획되지 않은 구매는 구매의사결정의 시점이 상점에 들어가기 전이 아닌 상점 내에서 수행된다는 점이 다르다. 즉, 모든 충동적 구매는 비계획적이나, 모든 계획되지 않은 구매가 충동적인 구매는 아니다. 그런데, 왜 소비자들은 계획되지 않은 행동을 하는가? 이에 대해서는 학자들에 따라 여러 가지 의견이 있으나 소비자가 사전에 철저한 계획을 수립하지 않고 따라서 중간에 계획을 변화시킬만한 유연성(flexibility)이 있기 때문이라는 점에 일관된 의견을 보인다. 즉, 계획되지 않은 행동을 하는데 많은 비용이 소요된다면 소비자들은 사전에 수립한 계획을 변경하기 어렵게 될 것이기 때문이다. 본 연구에서 살펴보고자 하는 전시장 역시 참관객들은 방문하기 전에 전시장이 어떤 프로그램으로 구성되어 있는지 살펴보고, 어떤 부스를 방문할지를 사전에 계획하게 된다. 그 이유는 참관객들이 전시장 방문에 투입할 수 있는 시간은 한정되어 있는 반면에 전시회는 대규모의 다양한 부스로 운영되기 때문에 참관객들이 모든 부스를 참관한다는 것이 현실적으로 불가능하기 때문이다. 따라서 본 연구에서 제시하는 부스추천시스템이 참관객이 선호할 만한 부스를 추천하게 되면 참관객은 자신의 계획을 변화시켜서 부스추천시스템이 추천한 부스를 방문하게 된다. 이러한 방문행동은 소비자가 상점을 방문하거나, 관광객이 관광지에서 계획하지 않은 행동을 하는 것과 유사한 측면에서 이해가 가능하며 특히 최근 여행소비자들이 정보기기의 영향으로 계획되지 않은 행동을 하는 경우가 부쩍 증가한 추세와 동일한 맥락에서 이해가 가능하다. 이에 다음과 같은 연구모형을 설정하였다. 이 연구모형은 참관객이 지각한 부스추천시스템의 성과(performance)를 매개변수로 하고 있는데 이 성과에 영향을 미치는 요인으로 부스추천시스템에 대한 신뢰(trust), 전시장 참관객의 지식수준 (knowledge level), 부스 추천시스템의 기대된 개인화 (expected personalization) 그리고 부스추천시스템의 자유위협(threat to freedom)을 영향요인으로 파악하였다. 또한, 지각된 부스추천시스템 성과와 계획되지 않은 행동에 대한 참관객의 만족도와 향후 부스추천시스템의 재사용의도간의 인과관계도 파악하고자 하였다. 이 때 부스추천시스템에대한신뢰는권한(competence), 자선(benevolence), 그리고진실(integrity)의2차요인(2nd order factor)으로구성하고, 나머지 요인들은 1차 요인으로 구성하였다. 이를 검증하기 위해 2011 DMC Culture Open 행사에서 부스추천시스템을 테스트하기 위하여 시스템을 개발하고, 101명의 참관객을 대상으로 실증조사를 하여 분석하였다. 분석결과 첫째, 부스추천시스템에 있어서 참관객의 신뢰가 가장 중요한 요소이며 실제 해당 부스추천시스템을 이용한 참관객들은 신뢰를 통해 부스추천시스템이 성과 있다고 인식하였다. 둘째, 참관객의 지식수준 역시 부스추천시스템의 성과에 유의한 영향을 미쳤는데 이는 추천의 성과가 전시장에 대한 사전적 이해가 필요함을 의미한다. 즉, 전시장에 대한 이해가 높은 참관객이 부스추천시스템의 유용성을 더 잘 파악하는 것으로 나타났다. 셋째, 기대된 개인화 수준은 성과에 유의한 영향을 미치지 못했는데 이는 기존 연구와 다른 결과로 본 연구에 사용된 부스추천시스템이 충분히 개인화 서비스를 제공하지 못했기 때문이라고 판단된다. 넷째, 부스추천시스템의 추천정보는 개인의 자유를 위협하거나 제한한다고 느끼지 않음으로 충분히 유용한 가치를 갖는다고 할 수 있다. 끝으로 부스정보시스템의 높은 성과는 참관객들의 계획되지 않은 행동에 대한 높은 만족도와 향후에도 부스추천시스템을 재사용할 의도를 만드는 것으로 나타났다. 이와 같이 본 연구는 부스추천시스템이 야기하는 참관객의 계획되지 않은 부스방문행동에 미치는 영향력을 분석하기 위해 계획되지 않은 행동이론을 중심으로 실증자료를 이용하여 분석하고, 이를 통해 향후 부스추천시스템의 구축 및 설계에 유용한 시사점을 도출할 수 있었다. 향후에는 보다 정교한 설문구성과 측정대상을 이용하여 추가적인 검토가 필요할 것으로 기대된다.
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.
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