• 대한교통학회:학술대회논문집
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• 대한교통학회 1996년도 제29회 학술발표회
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• pp.59-86
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• 1996

Current methods for evaluating unsignalized intersections, and estimating level-of-service (LOS) is determined from efficiency-based criteria such as little or no delay to very long delays. At present, similar procedures to evaluate intersections using safety-based criteria do not exist. The improvement of sight distances at intersections is the most effective way of improving intersection safety. However, a set of procedures is necessary to account for the limitations in current methodology. Such an approach would build upon such methods, but also account for: deficiencies in the current deterministic solution for the determination of intersection sight distances; opportunity for an accident and severity of an accident; and cost-effectiveness of attaining various levels of sight distances. In this research, a model that estimates the degree of safety at two-way stop-controlled intersections is described. Only crossing maneuvers are considered in this study because accidents caused by the crossing maneuvers are the dominate type among intersection accidents. Monte Carlo methods are used to estimate the hazard at an intersection as a function of roadway features and traffic conditions. Driver`s minimum gap acceptance in the crossing vehicles and headway distribution on the major road are used in the crossing vehicles and headway distribution on the major road are used in the model to simulate the real intersectional maneuvers. Other random variables addressed in the model are: traffic speeds; preception-reaction times of both drivers in the crossing vehicles and drivers in oncoming vehicles on the major road; and vehicles on the major roads. The developed model produces the total number of conflicts per year per vehicle and total potential kinetic energy per year per vehicle dissipated during conflicts as measurements of safety at intersections. Based on the results from the developed simulation model, desirable sight distances for various speeds were determined as 350 feet, 450 feet and 550 feet for 40 mph, 50 mph and 60 mph prevailing speed on the major road, respectively. These values are seven to eight percent less than those values recommended by AASHTO. A safety based level-of-service (LOS) is also developed using the results of the simulation model. When the total number of conflicts per vehicle is less than 0.05 at an intersection, the LOS of the intersection is `A' and when the total number of conflicts per vehicle is larger than 0.25 at an intersection, the LOS is `F'. Similarly, when the total hazard per vehicle is less than 350, 000 1b-ft2/sec2, the LOS is `F'. Once evaluation of the current safety at the intersection is complete, a sensitivity analysis can be done by changing one or more input parameters. This will estimate the benefit in terms of time and budget of hazard reduction based upon improving geometric and traffic characteristics at the intersection. This method will also enable traffic engineers in local governments to generate a priority list of intersection improvement projects.

• 한국안전학회지
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• 제32권5호
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• pp.122-128
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• 2017

Korean government announced long-term railway safety investment plan for the safety improvement by 2020. But no research have been done about differential analysis on railroad safety investment and safety improvement. In this study, recent 10 year data on safety investments and accident data are analysed for the differential analysis. Three main safety investments are analysed on regard to accident rate and accident fatalities. Three safety measures include level crossing accident, platform fatalities, and track trespass fatalities. About 90% of railway accident fatalities are caused by these three kind of accidents. Differential analysis shows about 4 to 6 years delay after railroad safety investment and safety improvement. This result can be utilized for the decision making on safety measures and safety target. Which required long term approach.

• ETRI Journal
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• 제35권4호
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• pp.722-725
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• 2013

In this letter, a wireless communication system with microdiversity and macrodiversity reception in gamma-shadowed Rician fading channels is considered. Exact and rapidly converging infinite-series expressions for the average level crossing rate and average fade duration at the output of the system are provided. Numerical results are presented graphically to illustrate the proposed mathematical analysis and to examine the effects of the system's parameters on the quantities considered.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2006년도 춘계학술대회 논문집
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• pp.11-20
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• 2006

• 한국전자파학회논문지
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• 제25권2호
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• pp.223-234
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• 2014

본 논문은 위성통신 시스템에서 OTM(On-The-Move: 이동형) 위성단말이 운용되는 지역의 채널 특성을 분석한 결과를 다룬다. 무궁화 5호 위성의 20 GHz 대역 수신 신호를 이용하여 대전~대천까지 실 주행시험을 수행하였고, 측정 결과를 고속도로 환경과 국도 환경 두 부분으로 구분하여 통계적 분석을 수행하였다. 통계적 분석에는 확률밀도 함수와 Markov 모델을 이용하여 위성 채널의 특성을 분석하였고, 더불어 국도 환경과 고속도로 환경에서 수신 전력의 임계값 설정에 따른 ACD(Average Connection Duration), AFD(Average Fade Duration), LCR(Level Crossing Rate)을 각각 제시하고, 서로 비교하였다.

• 한국수자원학회논문집
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• 제30권3호
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• pp.225-233
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• 1997

부체의 장주기동요, 연안구조물과 계류선의 파괴 등과 같은 역기능으로 인해 파군현상의 정확한 해석은 시급한 과제라 하겠다. 본고에서는 연안계에서 발생하는 파랑과 가장 근접한 비선형불규칙 파랑계를 산정하여 해안구조물의 피로거동에 지대한 영향을 미치는 파군당 파랑의 수와 해안구조물의 first excursion failure mode를 결정하는 high run에서의 파랑수를 중심으로 파군현상을 해석하였다. 해석과정에 mapping technique과 유의파경사를 perturbation parameter로 섭동이론이 사용되었다. 해석결과 Gaussian wave계에서 균등분포하는 것으로 알려진 위상함수는 평균값 주위에 집중분포하였고, 그 정도는 비선형성이 증가할수록 심화되었다. threshold crossing rate의 경우 비선형성이 심화될수록 평균해수위보다 큰 쪽으로 분포형이 이동하였으며 파군당 파랑수와 high run에서의 파랑수도 비슷한 경향을 보여 최근 설치범위가 심해쪽으로 확대되는 해안구조믈의 경우 피로거동에 대한 보강이 요만된다.

• 한국안전학회지
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• 제30권6호
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• pp.139-147
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• 2015

This study deals with actual commuting distance and influence of risk factors depending on commuting distance and mode in order to reestablish actual commuting zone of primary school students. Data mining analysis(CHAID) was applied for this reestablishment using survey results from 6,927 primary school students in Seoul Metro. Six risk factors; convenience level of commuting path condition, convenience level of road crossing condition, vehicle speed on commuting path, segregation level between commuter and vehicle, congestion level of commuting path, and public security level and two mode; walking and cycle are considered in the analysis. As the results of CHAID analysis, commuting distance was divided into four zones; Internal Zone(0.491km under), External Zone(0.492 ~ 1.492km, 1.493 ~ 2.699km), Commutable Zone(2.70km over), and awareness level on safety is declined as commuting distance is increased. The risk factor affecting on safety is recognized differently by students depending on commuting distance and mode. For students commuting by walking, vehicle speed on commuting path and convenience level of commuting path condition are recognized as the prime risk factor within Internal Zone and Commutable Zone, respectively. For students commuting by cycle, convenience level of road crossing condition and vehicle speed on commuting path are recognized as the prime risk factor within Commutable Zone. Analysis results show that improved plan and program for commuting path for primary school students are required considering actual commuting distance and method.

• Journal of Ginseng Research
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• 제12권2호
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• pp.135-144
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• 1988

갑상선호르몬 분비조절물질(TSH, DB cAMP, NaF, carbachol, isoproterenol, propranolol)과 인삼성분(total saponin, diol saponin, triol saponin)의 복합처리가 갑상선의 cAMP의 양에 미치는 영향을 알아보기 위하여, 흰쥐의 갑상선을 4일 또는 7일간 배양한 후 갑상선호르몬 분비조절물질과 인삼성분을 각각 복합처리, 또는 단독처리하여 cAMP의 양을 조사하였다. 인삼성분만을 처리한 경우, total saponin은 $10^{-5}$%(w/v), diol saponin과 triol saponin은 $10^{-4}$%(w/v)의 농도에서 각각 가장 높은 증가를 나타내었다. 갑상선호르몬 분비조절물질과 복합처리한 인삼성분의 농도는 위의 값으로 하였다. 복합처리한 경우, TSH에 대해서는 증가효과를 나타냈지만 그 양상은 작았다. Total saponin은 DBcAMP와 isoproterennol에 대해서는 증가효과를, carbachol과 propranolol에 대해서는 감소효과를 나타내었고, NaF에 대해서는 영향이 크지 않았다. Diol saponin과 triol saponin은 그 양은 다르지만 isoproterenol을 복합처리한 경우를 제외하고 diol saponin은 감소효과를, triol saponin은 증가효과를 보이는 상반작용을 나타내었다. 억제효과를 가지는 propranolol에 대해서도 diol saponin과 triol saponin은 상반되는 효과를 나타내었다. 인삼성분의 정상화작용은 NaF와 carbachol의 경우에도 두드러지게 나타났다. 이상의 결과들은 인삼성분이 갑상선호르몬의 생성과 분비에 관여하는 cAMP의 생성에 촉진 또는 억제를 가진다는 것을 나타내고 있다.

• Journal of the Korean Statistical Society
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• 제36권2호
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• pp.285-297
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• 2007

We consider the $P_{\lambda}^M-service$ policy for an M/G/1 queueing system in which the workload is monitored randomly at discrete points in time. If the level of the workload exceeds a threshold ${\lambda}$ when it is monitored, then the service rate is increased from 1 to M instantaneously and is kept as M until the workload reaches zero. By using level-crossing arguments, we obtain explicit expressions for the stationary distribution of the workload in the system.

• 한국통계학회:학술대회논문집
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• 한국통계학회 2004년도 학술발표논문집
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• pp.301-306
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• 2004

We consider the $P_\lambda\;^M$ service policy for an M/G/1 queue in which the service rate is increased from 1 to M at the exponential setup time after the level of workload exceeds $\lambda$. The stationary distribution of the workload is explicitly obtained through the level crossing argument.