• 한국도로학회논문집
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• 제17권3호
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• pp.1-12
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• 2015

PURPOSES : This paper presents a description of the current issues facing road managers regarding the surface-type conversion of low-volume roads for cost savings. METHODS: The paper reviews previous works conducted toward this end, acknowledges gaps in the current research, and lays out what information is needed for further studies. RESULTS : If the cost to maintain an unsurfaced road is less than the cost of maintaining a surfaced road, then there is potential for cost savings for the management agency. However, the problem is bigger than simply maintaining the roads that already exist. If unsurfaced roads prove to be more economical than surfaced roads, then the cost to convert from a surfaced to an unsurfaced roadway, and vice versa, when necessary, must also be examined. CONCLUSIONS : No other studies have addressed the un-surfacing of a road for cost savings, and it is therefore unknown whether substantial savings can be realistically obtained by converting from a surfaced to an unsurfaced road. To determine whether a conversion policy would be a viable option, additional data and research are needed.

• 한국도로학회논문집
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• 제19권6호
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• pp.83-95
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• 2017

PURPOSES : The purpose of this study is to develop a regression model to predict the International Roughness Index(IRI) and Surface Distress(SD) for the estimation of HPCI using Expressway Pavement Management System(PMS). METHODS : To develop an HPCI prediction model, prediction models of IRI and SD were developed in advance. The independent variables considered in the models were pavement age, Annual Average Daily Traffic Volume(AADT), the amount of deicing salt used, the severity of Alkali Silica Reaction(ASR), average temperature, annual temperature difference, number of days of precipitation, number of days of snowfall, number of days below zero temperature, and so on. RESULTS : The present IRI, age, AADT, annual temperature differential, number of days of precipitation and ASR severity were chosen as independent variables for the IRI prediction model. In addition, the present IRI, present SD, amount of deicing chemical used, and annual temperature differential were chosen as independent variables for the SD prediction model. CONCLUSIONS : The models for predicting IRI and SD were developed. The predicted HPCI can be calculated from the HPCI equation using the predicted IRI and SD.

• 복식
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• 제56권6호
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• pp.87-95
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• 2006

This is a study regarding the development of Cultural Products with Applied Koguryo Wadang Patterns. The objective of this study is in developing unique Cultural Products which combine traditional Korean images with modern feel by utilizing Koguryo Wadang patterns. The among Korean traditional patterns which implicit the sense of beauty and modeling, chose and investigated the Wadang patterns of the Koguryo. And from it, studied about the originality and characteristics of the Koguryo Wadang patterns. In this characteristics of the Wadang pattern, the representative lotus design pattern was based and reorganized to fine the probability of the modern expression using traditional patterns. After design plans were made for each works, natural dyes were used to dye(dip dyeing, printing) the fabrics(cotton:Kwang-mok) by theme. Approximately 16 pieces of Cultural Products that can be used in daily life were created using Koguryo Wadang patterns, including Traffic or credit card cases, Name card cases, Pouches, CD cases, Cushions, Bags, Purses, Vest, Muffler. In addition, the increased quality of the products will be a competitive edge in the world market where products compete with no national bounds.

• 대한임베디드공학회논문지
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• 제3권1호
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• pp.42-48
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• 2008

The architecture of WSN based Vehicle Speed Measurement System is presented in this paper from Telematics Sensor Network(TSN) to Management System. To verify the feasibility of the system, we implemented the vehicle speed measurement system and evaluated the accuracy of velocity measured by the system in our testbed, an old highway located near Kyungbu highway. The system performed over 95% of accuracy at 80kmph from the measurement. In addition, the battery life time of the sensor node was evaluated by simulation analysis with real measured current consumption profiles. Assuming the maximum average daily traffic in 2005, the battery life time is expected to be over 1.6 year from the simulation result.

• 응용통계연구
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• 제20권3호
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• pp.459-473
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• 2007

본 연구에서는 연평균일교통량 예측을 위한 공간회귀모형을 제시하였다. 비록 공간 분석을 위하여 조사지점들 간의 유클리디안 거리가 일반적으로 사용되고 있지만, 조사되지 않는 도로의 교통량 예측을 위하여 교통량 조사지점들 간의 최단경로를 이용한 공간회귀모형을 새롭게 시도하였다. 공간예측방법으로는 일반크리깅을 사용하였으며 교차검증을 통하여 정량적으로 최단경로 기반의 교통량공간예측모형의 타당성을 제시하였다.

• Structural Engineering and Mechanics
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• 제19권3호
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• pp.347-359
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• 2005

This paper attempts to develop the analytical model of estimating the fatigue damage using a linear elastic fracture mechanics method. The stress history on a welding member, when a truck passed over a bridge, was defined as a block loading and the crack closure theory was used. These theories explain the influence of a load on a structure. This study undertook an analysis of the stress range frequency considering both dead load stress and crack opening stress. A probability method applied to stress range frequency distribution and the probability distribution parameters of it was obtained by Maximum likelihood Method and Determinant. Monte Carlo Simulation which generates a probability variants (stress range) output failure block loadings. The probability distribution of failure block loadings was acquired by Maximum likelihood Method and Determinant. This can calculate the fatigue reliability preventing the fatigue failure of a welding member. The failure block loading divided by the average daily truck traffic is a predictive remaining life by a day. Fatigue reliability analysis was carried out for the welding member of the bottom flange of a cross beam and the vertical stiffener of a steel box bridge by the proposed model. Results showed that the primary factor effecting failure time was crack opening stress. It was important to decide the crack opening stress for using the proposed model. Also according to the 50% reliability and 90%, 99.9% failure times were indicated.

• 국토계획
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• 제53권7호
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• pp.49-66
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• 2018

The purpose of this study is to analyze neighborhood environmental factors affecting bicycle accidents and accidental severity in Seoul, Korea. The use of bicycles has increased rapidly as daily transportation means in recent years. As a result, bicycle accidents are also steadily increasing. Using Traffic Accident Analysis System (TAAS) data from 2015 to 2017, this study uses negative binomial regression analysis to identify neighborhood environmental factors affecting bicycle accidents and accidential severity. The main results are as follows. First, bicycle accidents are more likely to occur in commercial and mixed land use areas where pedestrians, bicycle and vehicles are moving together. Second, bicycle accidents are positively associated with road structures such as four-way intersection. In contrast, three-way intersection is negatively associated with serious bicycle accidents. The density of speed hump or street tree is negatively associated with bicycle accidents and accidential severity. This finding indicates the effect of speed limit or street trees on bicycle safety. Fourth, bicycle infrastructures are also important factors affecting bicycle accidents and accidential severity. Bicycle-exclusive roads or bicycle-pedestrian mixed roads are positively associated with bicycle accidents and accidential severity. Finally, this study suggests policy implications to improve bicycle safety.

• Earthquakes and Structures
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• 제26권2호
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• pp.87-96
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• 2024

This paper proposes a logistic multinomial regression approach to model the spatial cross-correlation of damage probabilities among different damage states in an expanded transportation network. Utilizing Bayesian theory and the multinomial logistic model, we analyze the damage states and probabilities of bridges while incorporating damage correlation. This correlation is considered both between bridges in a network and within each bridge's damage states. The correlation model of damage probabilities is applied to the seismic assessment of a portion of Tehran's transportation network, encompassing 26 bridges. Additionally, we introduce extra daily traffic time (EDTT) as an operational parameter of the transportation network and employ the shortest path algorithm to determine the path between two nodes. Our results demonstrate that incorporating the correlation of damage probabilities reduces the travel time of the selected network. The average decrease in travel time for the correlated case compared to the uncorrelated case, using two selected EDTT models, is 53% and 71%, respectively.

• 한국습지학회지
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• 제18권3호
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• pp.275-281
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• 2016

본 연구는 수질 및 수생태계 보전에 관한 법 53조2항에 해당하는 고속도로에서의 효과적인 비점오염관리를 위해 자동차 운행대수에 따른 고속도로의 강우유출 특성을 분석하여 비점오염 저감시설 설치 방안을 제공하고자 수행하였다. 연구대상지점은 총 5지점으로 경부, 서해안, 호남 및 통영대전 고속도로로 지점에 따라 2006~2008년과 2015년에 총 44회의 강우사상을 대상으로 모니터링을 수행하였다. 모니터링 결과, 평균 선행건기일수(ADD)는 6.2일, 평균 강우량은 19.2 mm로 조사되었다. 단위면적당 일평균 차량 통행량(ADT/CA)의 경우 경부고속도로 지점인 H-4에서 49.4대/$day{\cdot}m^2$으로 가장 높았으며 다른 지점의 경우 10대/$day{\cdot}m^2$미만으로 조사되었다. 조사대상 지점에서 발생되는 비점오염물질의 농도는 평균적으로 TSS는 63.5 mg/L, BOD는 24.9 mg/L, TN은 3.35 mg/L, TP는 0.63 mg/L, Total Zn은 298 ug/L로 국내에서 발표된 고속도로 관련 강우유출수 EMC 값보다 비교적 낮게 조사되었다. 한편, 조사대상지점의 오염물질 농도와 ADT/CA간의 상관관계 분석결과, SS에서 $R^2$값이 0.585로 가장 높은 상관성을 나타냈다. ADT/CA와 TSS EMC 와의 상관관계식을 통하여 국내 고속도로 평균 TSS EMC가 73.7 mg/L일 때 ADT/CA는 13 대/일${\cdot}m^2$으로 이를 기준으로 단위면적당 차량의 통행량이 13대보다 높을 경우 입자상 물질의 발생량이 높은 지역으로 고려, 비점오염관리가 필요한 지역으로 제시할 수 있으며 본 연구에서는 선행연구에서 제시된 ADT에 단위면적을 고려하였기에 기존에 수행되었던 연구보다 일반화된 단위로 활용도 및 적용성이 높을 것으로 판단된다.

• 대한교통학회지
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• 제30권2호
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• pp.101-116
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• 2012

사고예측모형은 장래 계획 노선이나 다른 노선에 적용되어 사고를 예측하거나 안전개선사업 및 교통정책의 평가 등에 활용된다. 본 연구에서는 고속도로 본선에 대해 이러한 용도로 활용될 수 있는 사고예측모형을 구축하고자 한다. 또한 자료 구축이 용이한 변수를 선정하여 모형을 쉽게 활용할 수 있도록 하는 것을 기본 목표로 하였다. 모형은 종속변수를 사고건수와 사상자발생사고건수로 하여 사고모형과 사상자발생사고모형을 각각 구축하였다. 모형에 적용된 확률구조는 음이항 분포와 포아송 분포이며, 추정에 의해 적합한 모형을 선별하였다. 국내 고속도로중 주요한 9개 노선을 선정하였고, 시간적으로는 2003~2007년까지 5개년도 자료를 활용하였다. 모형의 설명변수는 교통류 특성을 나타내는 교통량 등의 예측 가능한 변수와 기하구조 요인 등을 적용하였다. 최우추정법에 의한 추정 결과 사고모형의 경우 구간길이, 일교통량, 버스비율, 곡선구간수가 유의한 변수로 추정되었으며 사상자발생사고모형에서는 구간 길이와 일교통량, 버스비율이 유의한 변수로 추정되었다. 모형의 공간적 시간적 전이 가능성을 확인하기 위해 우도비 검정을 수행한 결과, 사고모형은 6차로 이상이나 4차로의 교통류 및 기하구조 특성을 가지는 도로로의 전이가 가능하였다, 반면 사상자발생 사고모형은 모든 도로와 시간대로의 전이가 가능하여, 모형의 활용도가 높게 나타났다. 결과적으로 본 연구에서 구축된 모형은 다른 노선과 장래 계획, 정책 평가 등에 다양하게 활용될 수 있을 것이다.