폐암환자에서 혈청 CEA, SCC, Cyfra21-1, TPA-M 측정의 의의 (Clinical Application of Serum CEA, SCC, Cyfra21-1, and TPA in Lung Cancer)
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- Tuberculosis and Respiratory Diseases
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- 제44권4호
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- pp.785-795
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- 1997
연구배경 : 종양 표지자는 각종 악성 종양의 진단, 진행정도, 절제 가능성, 예후추정, 치료후 추적 검사 등에도 사용될 수 있으나 민감도와 특이도가 만족스럽지 못한 경우가 많아서 임상에서 보조적인 수단으로 이용되고 있는 경우가 대부분이다. 최근 Cyfra21-1이 비소세포 폐암의 진단에 CEA, SCC보다 우수하다는 보고가 있었고 단일클론 항체를 이용한 TPA-M(Tissue polypeptide antigen)이 비소세포 폐암은 진단하는데 상당히 우수한 결과를 보인다고 보고하고 있다. 이에 폐암환자에서 혈청 CEA, SCC, Cyfra21-1, TPA-M의 임상적 유용성을 서로 비교해 보고자 이 연구를 시행하였다. 방 법 : 1996년 4월 1일 부터 19961건 8월 31일까지 계명대학교 의과대학 병원에 내원한 환자중 조직 생검으로 확진된 비소세포 폐암 37예와 소세포 폐암 12예를 총 49예를 폐암 환자군으로 같은 기간의 입원 환자 중 양성 양성 폐질환으로 확진된 29예를 대조군으로 선정하였고 폐암 환자의 경우 수술, 항암요법 및 방사선치료를 전혀 시행하지 않은 상태에서 혈청을 채취하여 검사를 시행하였다. CEA는 일본 Eiken사의 Ab bead CEA, SCC는 미국 DAINABOT사의 SCC RIA BEAD kit, Cyfra21-1은 일본 TFB사의 CA 21-1 kit, TPA-M은 일본 DAIICHI사의 TPA-M kit를 사용하였다. 결 과 : 전체 폐암환자와 대조군을 비교해보면 CEA가
데이터 센터는 컴퓨터 시스템과 관련 구성요소를 수용하기 위한 물리적 환경시설로, 빅데이터, 인공지능 스마트 공장, 웨어러블, 스마트 홈 등 차세대 핵심 산업의 필수 기반기술이다. 특히, 클라우드 컴퓨팅의 성장으로 데이터 센터 인프라의 비례적 확장은 불가피하다. 이러한 데이터 센터 설비의 상태를 모니터링하는 것은 시스템을 유지, 관리하고 장애를 예방하기 위한 방법이다. 설비를 구성하는 일부 요소에 장애가 발생하는 경우 해당 장비뿐 아니라 연결된 다른 장비에도 영향을 미칠 수 있으며, 막대한 손해를 초래할 수 있다. 특히, IT 시설은 상호의존성에 의해 불규칙하고 원인을 알기 어렵다. 데이터 센터 내 장애를 예측하는 선행연구에서는, 장치들이 혼재된 상황임을 가정하지 않고 단일 서버를 단일 상태로 보고 장애를 예측했다. 이에 본 연구에서는, 서버 내부에서 발생하는 장애(Outage A)와 서버 외부에서 발생하는 장애(Outage B)로 데이터 센터 장애를 구분하고, 서버 내에서 발생하는 복합적인 장애 분석에 중점을 두었다. 서버 외부 장애는 전력, 냉각, 사용자 실수 등인데, 이와 같은 장애는 데이터 센터 설비 구축 초기 단계에서 예방이 가능했기 때문에 다양한 솔루션이 개발되고 있는 상황이다. 반면 서버 내 발생하는 장애는 원인 규명이 어려워 아직까지 적절한 예방이 이뤄지지 못하고 있다. 특히 서버 장애가 단일적으로 발생하지 않고, 다른 서버 장애의 원인이 되기도 하고, 다른 서버부터 장애의 원인이 되는 무언가를 받기도 하는 이유다. 즉, 기존 연구들은 서버들 간 영향을 주지 않는 단일 서버인 상태로 가정하고 장애를 분석했다면, 본 연구에서는 서버들 간 영향을 준다고 가정하고 장애 발생 상태를 분석했다. 데이터 센터 내 복합 장애 상황을 정의하기 위해, 데이터 센터 내 존재하는 각 장비별로 장애가 발생한 장애 이력 데이터를 활용했다. 본 연구에서 고려되는 장애는 Network Node Down, Server Down, Windows Activation Services Down, Database Management System Service Down으로 크게 4가지이다. 각 장비별로 발생되는 장애들을 시간 순으로 정렬하고, 특정 장비에서 장애가 발생하였을 때, 발생 시점으로부터 5분 내 특정 장비에서 장애가 발생하였다면 이를 동시에 장애가 발생하였다고 정의하였다. 이렇게 동시에 장애가 발생한 장비들에 대해서 Sequence를 구성한 후, 구성한 Sequence 내에서 동시에 자주 발생하는 장비 5개를 선정하였고, 선정된 장비들이 동시에 장애가 발생된 경우를 시각화를 통해 확인하였다. 장애 분석을 위해 수집된 서버 리소스 정보는 시계열 단위이며 흐름성을 가진다는 점에서 이전 상태를 통해 다음 상태를 예측할 수 있는 딥러닝 알고리즘인 LSTM(Long Short-term Memory)을 사용했다. 또한 단일 서버와 달리 복합장애는 서버별로 장애 발생에 끼치는 수준이 다르다는 점을 감안하여 Hierarchical Attention Network 딥러닝 모델 구조를 활용했다. 본 알고리즘은 장애에 끼치는 영향이 클 수록 해당 서버에 가중치를 주어 예측 정확도를 높이는 방법이다. 연구는 장애유형을 정의하고 분석 대상을 선정하는 것으로 시작하여, 첫 번째 실험에서는 동일한 수집 데이터에 대해 단일 서버 상태와 복합 서버 상태로 가정하고 비교분석하였다. 두 번째 실험은 서버의 임계치를 각각 최적화 하여 복합 서버 상태일 때의 예측 정확도를 향상시켰다. 단일 서버와 다중 서버로 각각 가정한 첫 번째 실험에서 단일 서버로 가정한 경우 실제 장애가 발생했음에도 불구하고 5개 서버 중 3개의 서버에서는 장애가 발생하지 않은것으로 예측했다. 그러나 다중 서버로 가정했을때에는 5개 서버 모두 장애가 발생한 것으로 예측했다. 실험 결과 서버 간 영향이 있을 것이라고 추측한 가설이 입증된 것이다. 연구결과 단일 서버로 가정했을 때 보다 다중 서버로 가정했을 때 예측 성능이 우수함을 확인했다. 특히 서버별 영향이 다를것으로 가정하고 Hierarchical Attention Network 알고리즘을 적용한 것이 분석 효과를 향상시키는 역할을 했다. 또한 각 서버마다 다른 임계치를 적용함으로써 예측 정확도를 향상시킬 수 있었다. 본 연구는 원인 규명이 어려운 장애를 과거 데이터를 통해 예측 가능하게 함을 보였고, 데이터 센터의 서버 내에서 발생하는 장애를 예측할 수 있는 모델을 제시했다. 본 연구결과를 활용하여 장애 발생을 사전에 방지할 수 있을 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.