• 소음진동
• /
• 제6권6호
• /
• pp.843-849
• /
• 1996

Locations and emission characteristics of noise source of motor vehicles are great important factors to control the road traffic noise in effective ways. From results of this study on emission characteristics of engine and exhaust noise, we could find that every noise emission of different kind of vehicles has smilar pattern. The main emission locations of engine noise for the front of vehicle became the space between the road surface and bottom of the body and radiator grill, and for the side of vehicle became the space between the road surface and bottom nearby the front wheel. In case of exhaust noise of passenger-car and light truck, all the highest sound intensity level located near surface of road. But it is hard to conclude the height of noise source of driving vehicles with only results of this study. So further studies are needed to check the emission characteristics of noise.

• 소음진동
• /
• 제8권4호
• /
• pp.706-714
• /
• 1998

The purpose of this study is to analyse the main factors and attributes of psychological evaluation to noise. For this purpose, a psycho-acustic experiment was conducted by using the method of rating scale. 52 subjects were participated in the experiment, 20 stimuli were presented to subjects in random order with 23 adjectives. As a result of factor analysis, it was found that the primary factors for evaluating the quality of noise subjectively are four factors of unpleasantness, intensity, irregularity, and sharpness. And, as a result of MDPREF(multi-dimensional analysis of preference data), it was found that the noise sources including the factors of unpleasantness, intensity, and irregularity are related to the sounds of hammering in construction field, car horn, road traffic, idling of car, and printing by computer printer, and the factor of sharpness are the sounds of car siren, claps of thunder, car horn, and snowstorm etc.

• Asian Journal of Atmospheric Environment
• /
• 제6권2호
• /
• pp.96-103
• /
• 2012

Ambient particulate matter (PM) and particle-bound polycyclic aromatic hydrocarbon (PAH) concentrations were measured continuously for 70 days at a Korean elementary school located near a highway. The $PM_{10}$, $PM_{2.5}$, and $PM_1$ values were measured with a light-scattering, multi-channel, aerosol spectrometer (Grimm, Model 1.107). The number concentrations of the particles were measured using a scanning mobility particle sizer and counter (SMPS+C) which counted particles from 11.1 to 1083.3 nm classified in 44 channels. Particle-bound PAHs were measured with a direct reading, photoelectric aerosol sensor. The daily $NO_2$, $SO_2$, and CO concentrations were obtained from a national air-monitoring station located near the school. The average concentrations of $PM_{10}$, $PM_{2.5}$, and $PM_1$ were 75.3, 59.3, and $52.1{\mu}g/m^3$, respectively. The average number concentration of the ultrafine particles (UFPs) was $46,307/cm^3$, and the averaged particle-bound PAHs concentration was $17.9ng/cm^3$ during the study period. The ambient UFP variation was strongly associated with traffic intensity, particularly peak concentrations during the traffic rush hours. Particles <100 nm corresponded to traffic-related pollutants, including PAHs. Additional longterm monitoring of ambient UFPs and high-resolution traffic measurements should be carried out in future studies. In addition, transient variations in the ambient particle concentration should be taken into consideration in epidemiology studies in order to examine the short-term health effects of urban UFPs.

• KSII Transactions on Internet and Information Systems (TIIS)
• /
• 제10권8호
• /
• pp.3551-3567
• /
• 2016

The Low Earth Orbit satellite network has the unique characteristics of the non-uniform and time-variant traffic load distribution, which often causes severe link congestion and thus results in poor performance for delay-sensitive flows, especially when the network is heavily loaded. To solve this problem, a novel adaptive routing algorithm, referred to as the delay-oriented adaptive routing algorithm (DOAR), is proposed. Different from current reactive schemes, DOAR employs Destination-Sequenced Distance-Vector (DSDV) routing algorithm, which is a proactive scheme. DSDV is extended to a multipath QoS version to generate alternative routes in active with real-time delay metric, which leads to two significant advantages. First, the flows can be timely and accurately detected for route adjustment. Second, it enables fast, flexible, and optimized QoS matching between the alternative routes and adjustment requiring flows and meanwhile avoids delay growth caused by increased hop number and diffused congestion range. In addition, a retrospective route adjustment requesting scheme is designed in DOAR to enlarge the alternative routes set in the severe congestion state in a large area. Simulation result suggests that DOAR performs better than typical adaptive routing algorithms in terms of the throughput and the delay in a variety of traffic intensity.

• 한국도로학회논문집
• /
• 제10권3호
• /
• pp.19-31
• /
• 2008

영상처리시스템(VIPS: Video Image Processing System)은 실시간으로 들어오는 영상정보를 분석하여 유용한 정보를 제공하며, 하나의 카메라로 여러 차로를 동시에 감시할 수 있는 알고리즘으로 교통량, 속도뿐만 아니라 밀도 및 점유율 등 다양한 정보를 제공한다. 영상검지시스템으로 상용화 제품은 Tripwire시스템으로 검지영역의 픽셀 변화량으로 차량검지를 하나, 이는 교통량, 속도 등 단편적인 정보에 국한될 수 밖에 없다. 반면, 영상검지시스템이 개별차량에 대한 추적시스템으로 개발할 경우 사고 및 차로 변경의 위험요소 감지 등 보다 다양한 정보를 제공할 수가 있다. 본 논문은 컴퓨터비전 기술을 이용하여 Tripwire에서 수집할 수 있는 교통정보와 동일한 정보를 제공하는 개별차량의 추적시스템을 개발하였으며 이 시스템을 실제 도로영상에 적용하여 상용화된 시스템과 결과를 비교함으로써 성능검증을 하였다.

• 한국인터넷방송통신학회논문지
• /
• 제15권3호
• /
• pp.107-112
• /
• 2015

스마트폰과 많은 무선단말기들이 이동성의 특성상 AP간 이동하게 되어 무선단말들과 AP(Access Point)간 많은 호 절체가 이루어지게 된다. AP에서 각 무선단말기마다 처리되는 호 처리는 상대적으로 많은 무선트랙픽을 유발하여 무선대역의 효율적인 활용을 저해하는 요인이 되고 있다. 따라서 본 논문에서는 무선단말기와 AP간의 트래픽 발생요인이 되고 있는 AP간 호 절체 트래픽양을 줄이기 위해서 무선단말기에 수신되는 AP들의 전력세기임계치와 임계타이머를 사용하여 AP에서 효과적으로 무선트랙픽을 활용할 수 있는 방안을 제안하였다. 제안된 방식과 기존의 방식을 시뮬레이션을 통하여 AP에서 처리하는 무선트래픽 양이 개선되어 전체적으로 무선대역의 활용을 효율적으로 할 수 있었다.

• 대한전자공학회논문지SP
• /
• 제43권4호
• /
• pp.66-73
• /
• 2006

안전은 교통관제와 제어기술에서 중요한 부분이다. 본 논문에서는 단일 비젼시스템을 이용하여 합류도로에 진입하려는 차량에 합류안전 신호를 발생하는 유연하고, 안정적이며 실시간 처리가 가능한 알고리즘에 대해 제안하였다. 도로측면에 위치한 카메라로부터 얻어지는 영상을 이용하여 주행차량 감시와 차량의 주행속도, 본선도로와 진입도로 사이의 합류지점까지의 도달시간을 예측하여 빨강, 파랑, 노랑의 색으로 주행 안전 여부를 표시하였다. 영상에서 설정한 영역에 차량이 주행함을 검출하기 위해 농담정규화 상관법, 경계 크기 비 변화, 평균 농담변화의 세 가지 방법을 이용하였다. 실제 합류도로에서 촬영한 영상으로부터 제안한 알고리즘에 적용하여 결과를 제시하였다.

• 동의생리병리학회지
• /
• 제35권1호
• /
• pp.36-41
• /
• 2021

Many prior studies on neck pain after a traffic accident (TA), but there is a lack of research on risk factors for post-TA neck pain in Korea. The purpose of this study was to examine the relationship between post-traffic neck pain and the demographic characteristics of TA patients and to find any factors affecting the neck pain after TA. In this study, 120 TA patients in a Korean medicine hosipital were analysized. The Korean version of the Neck disability Index (NDI) and Numeral Rating Scale (NRS) were used. Data were summarized by frequency(%) and mean(standard deviation). Pearson correlation test, Independent sample t-test, chi-squre test, one-way ANOVA and two-way ANOVA were performed. The IBM SPSS Advanced Statistics for window, version 20.0 was used for statistical processing. All p-values less than 0.05 were considered statistically significant. NDI and NRS were highly correlated. NRS and NDI showed higher scores for women, those in 30s, BMI≥25, and side collisions, but there were no statistically significant differences. For women, the direction of collision was observed to affect NDI. In this study, it was confirmed that the NDI and NRS had a high correlation. However, it was confirmed that sex, degree of obesity, direction of traffic accident collision are not factors that significantly affect the intensity of neck pain and the functional disorder by neck. It is necessary to conduct an additional study by larger scale.

• Smart Structures and Systems
• /
• 제15권2호
• /
• pp.447-468
• /
• 2015

Modal identification of civil engineering structures based on ambient vibration measurement has been widely investigated in the past decades, and a variety of output-only operational modal identification methods have been proposed. However, vibration modes, even fundamental low-order modes, are not always identifiable for large-scale structures under ambient vibration excitation. The identifiability of vibration modes, deficiency in modal identification, and criteria to evaluate robustness of the identified modes when applying output-only modal identification techniques to ambient vibration responses were scarcely studied. In this study, the mode identifiability of the cable-stayed Ting Kau Bridge using ambient vibration measurements and the influence of the excitation intensity on the deficiency and robustness in modal identification are investigated with long-term monitoring data of acceleration responses acquired from the bridge under different excitation conditions. It is observed that a few low-order modes, including the second global mode, are not identifiable by common output-only modal identification algorithms under normal ambient excitations due to traffic and monsoon. The deficient modes can be activated and identified only when the excitation intensity attains a certain level (e.g., during strong typhoons). The reason why a few low-order modes fail to be reliably identified under weak ambient vibration excitations and the relation between the mode identifiability and the excitation intensity are addressed through comparing the frequency-domain responses under normal ambient vibration excitations and under typhoon excitations and analyzing the wind speeds corresponding to different response data samples used in modal identification. The threshold value of wind speed (generalized excitation intensity) that makes the deficient modes identifiable is determined.

• 대한산업공학회지
• /
• 제22권1호
• /
• pp.83-93
• /
• 1996

In this research, we concentrate on the effects of dependencies in arrival processes on queueing measures. In particular, we use a specific form of arrival process which has the advantage of allowing us to change dependency properties without at the same time changing one dimensional distributional conditions. It is shown that the mean queue length can be made arbitrarily large with the same interarrival distributions and the same service time distributions with fixed smaller than one traffic intensity.