• 대한토목학회논문집
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• 제33권4호
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• pp.1591-1601
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• 2013

본 연구에서는 초보운전자의 교통사고 위험성을 줄이고 초보운전자 교육프로그램 개발의 기초자료를 제공하기 위하여 초보운전자에 대한 심리적 특성 및 운전행동에 관한 분석을 실시하였다. 이때 초보운전자의 심리적 부분은 위험인식정도 및 교통상황 이해도를 확인하는 설문조사를 실시하였으며 주 내용은 위험예측 및 예측불허행동에 관한 특성별 범주로 분류하여 파악하였다. 그리고 차량시뮬레이터를 활용하여 초보 및 일반운전자와의 운전행동 특성을 비교 분석하고 통계결과를 토대로 초보운전자의 실제 운전행동에 있어서의 안전진단과 교통안전교육 기초연구의 방향성을 제시 하였다. 본 연구 분석결과, 운전자의 위험예측, 과속, 위반, 정보제공생략, 갑작스러운 변화, 사고건수 모든 부분에서 초보운전자가 일반운전자에 비해 높은 평균값이 나타났다. 또한 초보운전자가 일반운전자에 비해 통계적으로 유의한 위험수준을 보여주었는데 확인된 대상은 위험예측능력, 위반, 갑작스러운 변화, 교통사고건수이었고 그 이외의 과속 수준과 정보제공생략 수준은 초보운전자와 일반운전자 모두 유사한 결과를 보여주었다. 그리고 차량시뮬레이터 실험 결과는 초보운전자가 일반운전자들에 비해 전반적으로 운전 수행능력이 저조한 것으로 나타났다. 특히 충돌횟수에서의 확연한 차이를 보여주었는데 이는 초보운전자들이 일반운전자들에 비해 복잡한 도로교통 상황에서 운전경험과 학습능력이 부족하기 때문인 것으로 판단된다. 한편 초보운전자들은 일반운전자들에 비해 속도조절 능력, 위험예측 능력, 도로교통상황에 대한 인식 및 대처능력 등 전반적인 운전기술의 부족으로 인해 주행안정성이 낮은 것으로 분석되었다. 이러한 결과는 초보운전자들이 일반운전자에 비해 안전운전교육 학습기회의 결여와 운전경험 미숙 등에 따른 것으로 판단되며 운전 상황에 대한 위험예측능력이 낮은 것으로 해석할 수 있다. 결론적으로 이러한 분석결과는 실제 운전상황에서 초보운전자 자신뿐만 아니라 타인에게도 위험 요소로서 작용할 가능성이 높으므로 적절한 안전대책이 필요한 것으로 판단된다.

• 수산해양교육연구
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• 제28권2호
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• pp.539-549
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• 2016

This study analyzed ship's passing characteristics in relation with incoming and outgoing routes in Yeosu Gwangyang Port, and examined the risk factors and measures for safety management of marine traffic. The number of passing ships in Yeosu Gwangyang Port was about 60,000 ships annually based on 2014, and the tonnage rose 73% from 447,000 thousand tons in 2005 to 770,000 thousand tons in 2014. Actually, the number of large passing ships was revealed to enormously increase. As a result of marine traffic survey in Yeosu Gwangyang Port for three days in August 2015, daily average passing ships were 408 ships, and 77% of the total passing ships passed between 04:00 and 20:00. The chemical ships and general cargo ships took up the most at 58% of the total incoming and outgoing ships, followed by other work ships at 21%, tankers at 8%, fishing vessels at 7.5% and container ships at 5.5%. Concerning the size of passing ships, ships less than 1,000 tons accounted for 58.6% of the total passing ships. Ships of 1,000-5,000 tons were 20.1%, and those of 5,000-10,000 tons were 6.8%, and more than 10,000 tons were 14.4%. Especially, ships of 500 tons and less using mainly coastal passing routes took up 49% of the total passing ships. As for ship's passage ratio by route, Nakpo sea area where many routes meet accounted for 27.2%, specified area 49%, costal route 8%, specified area's incoming and outgoing sea area around Daedo 4.5%, and Dolsan coastal ara and Kumhodo sea area 8.5%. The number of ships standing by for anchoring in the six designated anchorages was 230 for three days. The standby rate for anchoring was 25% based on the specified area passing ships. In Nakpo sea area, where many routes meet, parallel passing and cross passing between ships occurred the most frequently. In the specified area, many cases, in which incoming and outgoing cargo ships at the starting and ending parts and incoming and outgoing work ships and fishing vessels at the coastal routes cross, took place. Consequently, the following measures are urgently needed: active passing management in the Nakpo sea area, where passing routes are complex, specified areas and costal traffic routes, the elimination of rocks in the route close to Myodo, an effort to improve routes including shallow depth area dredging, and rational safety management for small work ships frequently incoming and outgoing the passing routes of large ships, and fishing vessels operated in the sea areas around those passing routes.

• 한국전문물리치료학회지
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• 제6권2호
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• pp.1-15
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• 1999

For the purpose of disclosing estimated annual incidence rate and causative factors of traumatic spinal cord injury and obtaining basic data for the establishment of effective measures to prevent this injury, the medical record of 204 cases of Seoul residents with spinal cord injury which admitted in 46 general hospitals and National rehabilitation center located in Seoul, including Sam Yook Rehabilitation Center and Jung Ang Hospital in Kyungi do and occurred in 1995 were analyzed. The results were as follows: 1) The estimated annual incidence rate of traumatic spinal cord injury in 1995 of Seoul residents was 20.5 per million population. This incidence rate was the highest in the 40th years (34.1), followed by in the 50th years (26.5) and in the 20th years (25.6) in descending order. 2) The incidence rate ratio between male and female was 3.5:1. 3) The leading cause of injury was the highest in traffic accidents (42.2%), followed by falls from elevation (29.4%) and falls on the same level (9.8%). 4) Traffic accident mainly occured from 20th years to 40th years and falls from elevation in 50th years. 5) The level of spinal cord injury was the highest in cervical cord (63.2%), followed by the thoracic cord (21.1%) and lumbosacral cord (15.7%). Traffic accidents mainly caused in cervical cord injury whereas thoracic cord injury and lumbosacral cord injury were caused from falls from elevation. Above theconsiderations in mind, it suggested that in order to prevent traumatic spinal cord injuries, safety education of falls from elevation should be focused on the 20th years and 50th years male, moreover safety education of traffic accidents will be needed in the 30th years and 40th years male.

• 한국통신학회논문지
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• 제40권5호
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• pp.950-956
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• 2015

본 논문에서는 선박 및 실내 Seamless N-스크린 서비스를 위한 무선 통신 MAC 구조로서, WiMedia Distributed-MAC (D-MAC) 프로토콜을 적용하고, Seamless D-MAC 프로토콜에서 P2P 스트리밍이 가능한 OSMU (One Source Multi Use) N-스크린 서비스를 제공하기 위해, 비동기 트래픽 멀티홉 전송 기술(Asynchronous Traffic Multi-Hop Transmission : ATMT)을 제안하고 성능을 분석하였다. 센서장비에 장착되는 무선통신 모듈은 선내 통합유무선 네트워크와의 원활한 연결을 위하여 무선 게이트웨이 기능을 수행하는 WiMedia ATMT D-MAC 브릿지를 통해 데이터가 전송된다. 이를 위해 WiMedia 비동기 트래픽을 위한 타임 슬롯 할당 기술과 Multi-hop 자원 예약기술을 결합하여 각 기술에 대해 성능을 비교 분석하였다. 시뮬레이션 결과를 통해, 비동기 트래픽 멀티홉 전송 기술은 비동기식 N-스크린 데이터 전송에 있어, 기존 D-MAC 방식보다 향상된 지연시간 및 수율 성능을 나타내었다.

• 인터넷정보학회논문지
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• 제11권1호
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• pp.49-57
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• 2010

오늘날 수많은 인터넷 서비스 제공자를 통한 웹 사이트들의 등장과 ICT(Information and Communication Technology) 활용교육 등 선진화된 교육방법의 도입에 따라 인터넷 트래픽이 급격히 증가하고 있다. 이러한 현실 속에서 학교 현장에서는 사용중인 인터넷 대역폭 증가를 요구하고 있으나 정부의 예산 부족 및 기술적인 문제로 인하여 빠른 시일에 해결하기에는 어려운 상황이다. 이러한 상황 속에서 본 연구에서는 현재의 대역폭을 가지고 인터넷 운영의 효율화를 높일 수 있는 방안을 제안하였다. 이를 위해 현재 학교에서 사용 중인 인터넷 이용 현황을 분석하였으며, 분석된 결과를 가지고 기존의 일반적인 방법론과의 다른 관점인 유형별 인터넷 대역폭 분배 모형을 개발하였다. 향후 학교에서 요구되는 대역폭 증가를 예측하는데 활용할 수 있으며, 교육청의 학교 적정 대역폭 할당 및 학교 통신비 예산 절감 효과를 제공할 수 있을 것이다. 또한 미래 지향적인 통신망 정책 수립 시 참조 모델로 활용할 수 있을 것이다.

• Wind and Structures
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• 제35권2호
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• pp.83-92
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• 2022

When the rolling stocks run on the curve, the external rail has to be lifted to a certain level to balance the centrifugal force acting on the train body. Under such a situation, passengers may feel uncomfortable, and the slanted vehicle has the potential overturning risks at high speed. This paper conducted a wind tunnel test in an annular wind tunnel with φ=3.2 m based on a 1/20^th scaled high-speed train (HST) model. The sensitivity of Reynolds effects ranging from Re = 0.37×10⁶ to Re = 1.45×106 was tested based on the incoming wind from U=30 m/s to U=113 m/s. The wind speed covers the range from incompressible to compressible. The impact of roll angle ranging from γ=0° to γ=4° on train aerodynamics was tested. In addition, the boundary layer development was also analyzed under different wind speeds. The results indicate that drag and lift aerodynamic coefficients gradually stabilized and converged over U=70 m/s, which could be regeared as the self-similarity region. Similarly, the thickness of the boundary layer on the floor gradually decreased with the wind speed increase, and little changed over U=80 m/s. The rolling moment of the head and tail cars increased with the roll angle from γ=0° to γ=4°. However, the potential overturning risks of the head car are higher than the tail car with the increase of the roll angle. This study is significant in providing a reference for the overturning assessment of HST.

• Geomechanics and Engineering
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• 제8권2호
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• pp.283-303
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• 2015

To research and analyze the differential settlements of foundations specifically, site investigations of existing railways and metro were firstly carried out. Then, the centrifugal test was used to observe differential settlements in different position between foundations on the basis of investigation. The theoretical model was established according to the stress diffusion method and Fourier method to establish an analytical solution of embankment differential settlement between different foundations. Finally, theoretical values and experimental values were analyzed comparatively. The research results show that both in horizontal and vertical directions, evident differential settlement exists in a limited area on both sides of the vertical interface between different foundations. The foundation with larger elastic modulus can transfer more additional stress and cause relatively less settlement. Differential settlement value decreases as the distance to vertical interface decreases. In the vertical direction of foundation, mass differential settlement also exists on both sides of the vertical interface and foundation with larger elastic modulus can transfer more additional stress. With the increase of relative modulus of different foundations, foundation with lower elastic modulus has larger settlement. Meanwhile, differential settlement is more obvious. The main error sources in theoretical and experimental values include: (a) different load form; (b) foundation characteristics differences; (c) modulus conversion; (d) effect of soil internal friction.

• Geomechanics and Engineering
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• 제36권6호
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• pp.575-587
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• 2024

The contact pressure between the surrounding rock and the support is an important indicator of the surrounding rock pressure. There has been a bottleneck in the prediction of contact loads between surrounding rock and primary support in deep-buried mountain tunnels. The main reason is that a reliable method wasn't existed to quantify the contact loads. This study had been taken into account the flexible support role of the primary support, and the fitting curve of surrounding rock deformation for dynamic tunnel construction was proposed. New formulas for the calculation of contact loads between surrounding rock and primary support were obtained by inversion. Comparative analysis of the calculation results with numerical simulation verified the reliability of the calculation method in this study. It can be seen from the analyses that the contact load between surrounding rock and primary support increases, remains unchanged and decreases during acceleration, uniform velocity and deceleration, respectively, and the deformation of the surrounding rock in the acceleration and deceleration stages cannot completely converted into contact loads. The contact loads between surrounding rock and primary support of medium-strength and weak surrounding rock tunnels are generally within 150 kPa and 1 MPa, respectively. For tunnels with weak surrounding rock, advanced support can be installed to reduce the unique release coefficient λ₀ and the value of the constant D, with the purpose of reducing the contact loads between surrounding rock and primary support. Changes in support parameters have a small effect on the contact loads between surrounding rock and primary support, but increase or decrease the safety factor, resulting in a waste of resources or a situation that threatens the safety of the support. The results of this research provide guidance for the prediction of contact loads between surrounding rock and primary support for dynamic tunnel construction.

• Journal of Trauma and Injury
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• 제26권3호
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• pp.139-150
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• 2013

Purpose: After a traffic accident, first-aid performed within the first few minutes is important for the injured in terms of survival, future health, and quality of life. Taxi drivers have more possibility of witnessing traffic accidents because they spend much time on the road. If taxi drivers are well trained and can perform first-aid in a correct manner, they will play an important role in pre-hospital emergency medical services. We investigated the effect of first-aid training on taxi drivers' willingness to perform emergency care. Methods: We provided first-aid training for 600 deluxe taxi drivers in Busan in 2012. The subjects were given a questionnaire to answer at the beginning and at the end of first-aid training. Results: 427 out of 600 deluxe taxi drivers answer our questionnaire completely. 93 out of 427 deluxe taxi drivers answered that they had first-aid training within past 3 years(21.8%). 323 taxi drivers have witnessed a traffic accident(76%). 45 out of 323 deluxe taxi drivers who witnessed a traffic accident answered that they provided first-aid to victims(14.0%). After first-aid training, taxi drivers' willingness to perform emergency care was increased compared to that before training. The failed group of taxi drivers that had same or decreased willingness after first-aid training had a low level of education than the successful group that had increased willingness after first-aid training. Conclusion: First-aid training increased taxi drivers' willingness to perform emergency care. So Taxi drivers should be encouraged more to undertake and maintain first-aid training. For more volunteering of first-aid training and improvement in the effect of first-aid training, a graded education program for taxi drivers with a low level of education should be developed, and a policy on giving credit for completing first-aid training course and for carrying out first-aid needs to be formulated.

• 한국안전학회지
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• 제33권1호
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• pp.148-161
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• 2018

A traffic fatality by young people marked average annual decrease of 4.5% since 2011. Meanwhile, a traffic fatality by senior over 65 years old marked average annual increase of 7.9% for the last five years which means that the annual increase of traffic fatality by senior will be a serious problem. This study started questioning that senior drivers over 65 years old did not retain the same causal factor of fatal traffic accidents and thus extensively analyzed a risk of it by age group quantitatively, dividing the senior driver group into the early, middle and latter stages. Depending on the aging level, the risk of traffic fatality showed a wide difference in seven different types of traffic accidents generally, and happened to increase with latter and middle parts of the senior driver more than the early part. Therefore, this study proposes four policy suggestions: 1) The senior driver need to be offered customized driving educations and the improvement of road environment is also recommended. 2) Political assistance is needed to support and guide a safety related technology installation for the new or existing car. 3) Renewal of driving license and an aptitude test(physical examination, cognitive test) for drivers over 75 years old should take in a less than 3 years and an additional road test is needed as occasion demands. 4) Like the United States and Europe, development and extension of customized treatment guidebook for medical teams who examine senior drivers is needed and establishment of education and administration system that a supervisor of driving license renewal can impose safety restriction and American anonymity reporting system is considered to institutionalize in the medium to longer term.