• 한국재난정보학회 논문집
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• 제8권2호
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• pp.197-203
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• 2012

최근 환경 공해 저감에 대한 사회적 요구가 높아짐에 따라 구조물의 방음, 방진 설계가 더욱 중요해지고 있다. 이 논문에서는 최근 개발된 수직형 면진장치의 기본 개념 및 성능 확인 실험 결과를 제시하였다. 개발된 면진장치는 PTFE 재질 마찰면의 마찰작용을 이용하여 수직방향의 진동을 감쇠시키고 수평 및 수직으로 배치된 폴리우레탄 소재의 스프링을 통하여 복원력을 제공하는 구조이다. 성능확인 실험은 하중 재하 속도에 변화에 따른 성능 변화추이를 파악하기 위한 실험과 고정하중이 적용된 후 발생되는 진동하중 작용 시 가정된 하중-변위 특성을 확인하기 위한 실험으로 구성하였다.

• 대한교통학회지
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• 제23권8호
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• pp.153-162
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• 2005

볼록형 종단곡선의 정점부에서 시공오차가 발생한다면 정지시거에 영향을 미칠 것이다. 규정된 시거가 확보되지 못하면 안전성에 많은 문제점을 발생시킬 우려가 있다. 본 연구에서는 시공오차가 정지시거에 미치는 영향을 설계속도별, 종단경사별로 산출하는 방법론을 도출하였고 감소된 정지시거의 정도와 그 특성을 분석하였다. 마지막으로 시공오차를 감안하면서도 시거를 확보할 수 있는 새로운 종단곡선의 변화비율(m/%)을 제시하였다. 설계속도별로 시공오차의 크기에 따라 감소되는 시거를 비교해보면, 120km/h의 경우 $2.8{\sim}21.3m$, 100km/h 의 경우 $2.0{\sim}15.1m$, 80km/h의 경우 $1.4{\sim}10.6m$, 60km/h의 경우 $1.0{\sim}7.5m$, 40km/h의 경우 $0.5{\sim}3.9m$로 산출되었다. 기존의 종단곡선의 변화비율에서 시공오차를 고려했을 때 설계속도 $120km/h{\sim}60km/h$의 경우 종단곡선의 변화비율을 약 $6{\sim}25%$ 상향조정하면 규정된 시거를 확보해 줄 수 있는 것으로 나타났다.

• 대한교통학회:학술대회논문집
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• 대한교통학회 1997년도 제32회 학술발표회
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• pp.33-69
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• 1997

This study was conducted to develop a methodology to predict utility pole accident rates and to evaluate cost-effectiveness for safety improvement for utility pole accidents. The utility pole accident rate prediction model was based on the encroachment rate approach introduced in the Transportation Research Board Special Report 214. The utility pole accident rate on a section of highway depends on the roadside encroachment rate and the lateral extent of encroachment. The encroachment rate is influenced by the horizontal and vertical alignment of the highway as well as traffic volume and mean speed. The lateral extent of encroachment is affected by the horizontal and vertical alignment, the mean speed and the roadside slope. An analytical method to generate the probability distribution function for the lateral extent of encroachment was developed for six kinds of encroachment types by the horizontal alignment and encroachment direction. The encroachment rate was calibrated with the information on highway and roadside conditions and the utility pole accident records collected on the sections of 55mph speed limit of the State Trunk Highway 12 in Wisconsin. The encroachment rate on a tangent segment was calibrated as a function of traffic volume with the actual average utility pole accident rates by traffic volume strategies. The adjustment factors for horizontal and vertical alignment were then derived by comparing the actual average utility pole accident rates to the estimations from the model calibrated for tangent and level sections. A computerized benefit-cost analysis procedure was then developed as a means of evaluating alternative countermeasures. The program calculates the benefit-cost ratio and the percent of reduction of utility pole accidents resulting from the implementation of a safety improvement. This program can be used to develop safety improvement: alternatives for utility pole accidents when a predetermined performance level is specified.

• 대한교통학회지
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• 제23권3호
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• pp.73-84
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• 2005

도로기하구조 설계기준은 운전자의 안전성 향상과 원활한 주행능력을 제공할 수 있도록 마련되었으나 지형조건이 열악한 우리나라의 경우 부득이 설계기준이 의도하는 방향과 운전자가 인지하는 특성에 차이를 보임으로써 안전성에 문제점이 있는 경우가 많다. 이러한 교통사고의 위험성을 감소시키기 위한 대책 중에 하나로 도로안전시설물을 설치하지만 설치한 안전시설물에 대한 평가는 제대로 이루어지지 않고 있으며, 특히 도로환경적 요인과 인적요인과의 관련성에 대한 연구는 상당히 미흡한 실정이다. 본 연구에서는 도로 이용자들이 종단선형구간에서 느끼는 도로안전성 요인을 파악하기 위하여 차량시뮬레이터(Driving Simulator)와 3D 그래픽 화면으로 종단선형구간을 재현하고 도로안전시설물의 설치 유, 무에 따라 운전자가 느끼는 안전성의 변화와 도로 이미지를 조사하였다. 조사된 데이터를 바탕으로 수량화 제II류에 의한 정준상관분석을 실시하여 도로 안전성의 영향 요인을 분석하였으며 수량화제 I류에 의한 모형화를 실시하여 안전성을 예측한 결과 도로안전시설물과 운전자가 느끼는 안전성과의 관계를 명확히 규명할 수 있었다.

• 한국산학기술학회논문지
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• 제16권5호
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• pp.3426-3433
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• 2015

본 논문은 제한된 철도 수송능력 환경에서 여객과 화물을 동시에 수송하기 위한 복합화물열차의 화물 배치를 위한 방법 중, 라운드 컨베이어 시스템과 세로형 순환식 시스템. 가로형 순환식 시스템을 각각 P 택배사의 지역간 운송 화물량을 기준으로 부산에서 대구, 대전, 오송을 거쳐 서울에 도착함을 가정하여 각각 도착역별로 상하차 시간을 계산하였다. 그 결과 가로형 순환식 시스템은 화물 적재 가능량도 적었으며 상하차 시간도 434초로 가장 많이 소요되었고 세로형 순환식 시스템이 상차 시간이 다소 많이 소요되었지만, 총 소요시간에서는 408초로 가장 우수한 특성을 보였다. 각각 시스템별로 상하차 시간을 비교함으로 향후 복합화물열차 제작시에 유용한 방법을 제시하고 복합화물열차의 화물 운송 효율을 증진하고자 한다.

• 대한교통학회:학술대회논문집
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• 대한교통학회 1997년도 제32회 학술발표회
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• pp.35-72
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• 1997

This study was conducted to develop a methodology to predict utility pole accident rates and to evaluate cost-effectiveness for safety improvement for utility pole accidents. The utility pole accident rate prediction model was based on the encroachment rate approach introduced in the Transportation Research Board special Report 214. The utility pole accident rate on a section of highway depends on the roadside encroachment rate and the lateral extent of encroachment. The encroachment rate is influenced by the horizontal and vertical alignment of the highway as well as traffic volume and mean speed. The lateral extent of encroachment is affected by the horizontal and vertical alignment, the mean speed and the roadside slope. An analytical method to generate the probability distribution function for the lateral extent of encroachment was developed for six kinds of encroachment types by the horizontal alignment and encroachment direction. The encroachment rate was calibrated with the information on highway and roadside conditions and the utility pole accident records collected on the sections of 55mph speed limit of the State Trunk Highway 12 in Wisconsin. The encroachment rate on tangent segment was calibrated as a function of traffic volume with the actual average utility pole accident rates by traffic volume strategies. The adjustment factors for horizontal and vertical alignment were when derived by comparing the actual average utility pole accident rates to the estimations from the model calibrated for tangent and level sections. A computerized benefit-cost analysis procedure was then developed as a means of evaluating alternative countermeasures. The program calculates the benefit-cost ratio and the percent of reduction of utility pole accidents resulting from the implementation of a safety improvement. This program can be used to develop safety improvement alternatives for utility pole accidents when a predetermined performance level is specified.

• 예술인문사회 융합 멀티미디어 논문지
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• 제8권6호
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• pp.939-946
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• 2018

본 논문에서는 그래핀의 우수한 전기적 기계적 특성을 이용하여 정전기 인력에 의하여 휘어지는 그래핀이 수직 팁 게이트에 접촉 여부에 따라서 스위칭이 이루어지도록 조절할 수 있는 3단자 그래핀 NEMS 스위칭 소자에 대하여 연구하였다. 전형적인 MEMS 제작 공정을 이용하여 3단가 그래핀 NEMS 스위칭 소자 제작을 위한 공정을 설계하였고, 그 동작의 핵심 역학은 그래핀에 작용하는 정전기력과 그래핀 자체의 탄성력에 의하여 스우칭의 기계적인 동작이 설명될 수 있었다. 전기적인 동작에서는 그래핀과 핀 전극 사이의 접촉에 의한 접촉 전류와 그래핀이 전극에 접촉하지 않았음에도 그래핀과 핀 전극 사이의 강한 전기장으로 인한 방출전류가 흐를 수 있을 것으로 예상되었다. 실제 기계적인 동작에서 원자단위에서의 움직임을 분석하기 위하여 분자동력학 시뮬레이션 방법을 사용하여 수직 팁 게이트를 가지는 그래핀 기반 3단자 NEMS 스위치 동작에 관하여 연구하여, 기계적인 동작에 따라서 발생되는 다양한 현상들을 분자동력학 시뮬레이션을 통하여 연구함으로써 원자단위에서 이루어지는 다양한 역학들을 살펴보았다.

• 대한물리의학회지
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• 제15권4호
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• pp.131-143
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• 2020

PURPOSE: The purpose of this study was to determine if an exercise program with vertical vibration can improve balance, walking speed, muscle strength and falls efficacy in the healthy elderly. METHODS: A total of 28 elderly were randomly divided into two groups: vertical vibration exercise group (exercise with vertical vibration) (N = 14) and control group (exercise without vibration) (N = 14). The exercise program, comprising calf raise, deep-squat, semi-squat, front lunge, and leg abduction was conducted with or without vibration, respectively. Subjects in each group participated in the 30 minutes training program, 2 times per week for 6 weeks. In both groups, the balance evaluation system (BT4) was used to evaluate standing balance, and walking speed was measured using the 10MWT. The manual muscle test system was applied to evaluate the knee extensor and ankle planter flexor muscle strength of the subjects, whereas the Korean falls efficacy scale (K-FES) evaluated the falls efficacy. RESULTS: After intervention, the vertical vibration group showed significantly higher changes compared to the control group, in the parameters of standing balance (P < .05), 10MWT (P < .05), left knee extensor (P < .05), right knee extensor (P < .01), both ankle plantar flexors (P < .05), and K-FES (P < .05). CONCLUSION: The exercise program with vertical vibration has the potential to improve balance, walking speed, muscle power and falls efficacy in the elderly.

• 방사선산업학회지
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• 제18권1호
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• pp.43-52
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• 2024

Currently, there are no interim storage facilities and permanent disposal facilities in Korea, so all spent nuclear fuels are temporarily stored. However, the temporary storage facility is approaching saturation, and as a measure to this, the 2nd Basic Plan for the Management of High-Level Radioactive Waste presented an operation plan for dry interim storage facilities and dry temporary storage facilities on the NPP on-site. The dry storage can be operated in various ways, and to select the optimal dry storage method, the reduction of exposure for workers must be considered. Accordingly, it is necessary to develop a worker exposure scenario according to the dry storage method and evaluate and compare the radiological impact for each method. The purpose of this study is to develop an exposure scenario for workers transporting spent nuclear fuel by dry storage method. To this end, first, the operation procedure of the foreign commercial spent nuclear fuel dry storage system was analyzed based on the Final Safety Analysis Report (FSAR). 1) the concrete overpack-based system, 2) the metal overpack-based system, and 3) the vertical storage module-based system were selected for analysis. Factors were assumed that could affect the type of work (working distance, working hours, number of workers, etc.) during transportation work. Finally, the work type of the processes involved in transporting spent nuclear fuel by dry storage method was set, and an exposure scenario was developed accordingly. The concrete overpack method, the metal overpack method, and the vertical storage module method were classified into a total of 31, 9, and 23 processes, respectively. The work distance, work time, and number of workers for each process were set. The product of working hours and number of workers (Man-hour) was set high in the order of concrete overpack method, vertical storage module method, and metal overpack method, and short-range work (10 cm) was most often applied to the concrete overpack method. The results of this study are expected to be used as basic data for performing radiological comparisons of transport workers by dry storage method of spent nuclear fuel.

• 한국정밀공학회지
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• 제33권4호
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• pp.317-324
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• 2016

Stress tests were conducted in the carbody of the railroad car to check the structural strength of the body of the railroad car. The objective of this study was to evaluate safety of the carbody of a railroad car under the maximal strength. The carbody of rolling stock is a principal structure that supports major equipment of the underframe and the freight. Therefore, the strength evaluation of this structure is important. This study was carried out to analyze the structure of carbody and evaluate safety under maximum vertical load, compressive load, and torsional load. Accordingly, stress tests were conducted on the carbody to measure the stress on each of their parts. Before the load test, a structural-analysis program was used for the stress distribution analysis of the body structure.