• Title/Summary/Keyword: 선형 안전성

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An Analysis of Effectiveness of Geometric Improvement on Horizontal Curves in Two-Lane Highway (2차로도로 평면선형 구간의 기하구조 개선대책별 효과평가)

  • Shim, Kywan-Bho;Choi, Jai-Sung
    • International Journal of Highway Engineering
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    • v.10 no.3
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    • pp.33-46
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    • 2008
  • A two-lane highway has a high rate of head-on collisions, sideswipe collisions, crashes with an fixed object. This study was to analyze the weakness of a cross section and a horizontal curve in a two-lane highway and find countermeasures to improve the traffic operations and safety. This study evaluated the effectiveness of widening, curve flattening and superelevation, verified it with a case study and assessed the economical efficiency. This study selected the difference between tangent section operating speeds and curve section operating speeds as an evaluation index of horizontal curve section in a two-lane highway. The results indicated that curve flattening is the best way to improve the traffic safety in a two-lane highway. This study has implication that it provides the quantitative effects of curve flattening. Also directions for future study were discussed.

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Modal Identification and Nonlinearity Assessment of Electric Cabinet for Improvement of Basic Fragility Variables (취약도변수의 개선을 위한 전기 캐빈비넷의 동특성 및 비선형성 평가)

  • 조양희;조성국;박형기
    • Journal of the Earthquake Engineering Society of Korea
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    • v.4 no.4
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    • pp.83-91
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    • 2000
  • 합리적인 기기의 활률론적 지진위험도 평가를 위해서는 모델의 동특성에 대한 보다 현실적인 정보가 제공되어야 한다. 이 연구에서는 심한 비선형 동적 거동을 보일 것으로 예상되는 철제 전기 캐비넷의 동특성 시험결과 및 분석 절차를 제시하였다. 특히, 이 연구에서는 가진 강도의 크기에 따른 동특성의 비선형 집중분석하고, 그 비선형성의 원인을 고찰하였다. 시험 결과 및 이 논문에 제시된 분석 절차를 이용하여 시험체의 동특성이 효과적으로 도출될 수 있으며, 대상 시험체는 가진 강도에 따라 심한 비선형 거동을 함을 입증하였다. 비선형성의 원인은 일반적인 재료 비선형이라기 보다는 각 부품들의 마찰력과 기하학적인 비선형성에 기인함을 발견하였다. 또한, 캐비넷 형식의 기긱에 대한 합리적인 내진안전성 평가를 위해서는 각 방향별로 서로 다른 감쇠값을 적용할 것을 추천하였다. 또한, 캐비넷 형식의 기기에 대한 합리적인 내진안전성 평가를 위해서는 각 방향별로 서로 다른 감쇠값을 적용할 것을 추천하였다.

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광양항 제품부두 접이안 안전성에 대한 선박조종시뮬레이션 검토

  • Chae, Yang-Beom;Jeong, Jae-Hun;Jeong, Tae-Gwon
    • Proceedings of the Korean Institute of Navigation and Port Research Conference
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    • 2010.10a
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    • pp.91-93
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    • 2010
  • 부두의 접안능력 조정 가능성을 판단하기 위해서는 조정예상 가능한 선형을 대상으로 항만시스템의 전반적인 부분에 대한 검토가 필요하다. 이 중 선형 증가에 따른 통항 및 접안조종 안전성의 평가는 부두의 접안능력 조정 가능성을 판단하기 위한 중요한 역할을 한다. 이 연구에서는 광양항 제품부두의 접안조종 안전성의 평가를 위해 선박조종 시뮬레이션을 수행하여 검토하였다.

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소형 낚시선박의 선형변화에 따른 횡요감쇠효과와 복원성 평가

  • Jeong, Jae-Hun;Kim, Gwang-Hun;Lee, Seong-Jong;Lee, Seung-Geon;Mun, Byeong-Yeong
    • Proceedings of the Korean Institute of Navigation and Port Research Conference
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    • 2012.06a
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    • pp.284-285
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    • 2012
  • 레저선박 중 하나인 8톤급 낚시선박에 대한 설계에 앞서, 우수한 복원성을 가지기 위해서는 실해역에 가장 적합한 선형의 개발이 중요하다. 특히 선행되어야 할 것은 선박의 운동 중 횡요 운동이 선박의 안전성 및 승선감에 미치는 영향에 대한 평가라 할 수 있다. 본 논문에서는 모형선 시험 중 전통적으로 사용되는 경사시험, 자유 횡요 시험 및 GZ 곡선을 통하여 기존선형과 대상선형에 대한 횡요 감쇠효과 및 복원성 평가를 수행하였다. 그리고 선형개선에 따른 GM계산 및 횡요운동 주기와 복원성 조사를 통해 낚시선박의 안전성과 승객의 승선감에 대한 영향을 조사하였다. 특히 자유횡요시험 시, 비접촉식 6자유도 운동계측기(Rodym DMM)와 무선 경사계를 이용한 계측 두 가지 방법을 함께 수행함으로서 횡요감쇠효과에 대한 신뢰도를 높였고 그 결과 기존 선형보다 대상 선형에 의한 감쇠효과가 더 크게 나타남을 확인할 수 있었다. 따라서 개선된 대상선형의 GZ곡선을 이용하여 설계시 적합한 복원성을 조사하였으며 자유횡요시험을 통하여 횡요주기가 증가함으로서 대상선형의 승선감이 더욱 향상된 것으로 분석되었다.

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Development of Model for Highway Design Consistency Evaluation (2차로 도로선형 설계일관성 평가기준 개발)

  • Lee, Su-Il;Lee, Su-Beom;Kim, Jeong-Hyeon;Kim, Jang-Uk
    • Proceedings of the KOR-KST Conference
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    • 2007.02a
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    • pp.306-314
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    • 2007
  • This paper is to develop a model for evaluation of highway alignment design considering the driver's behavior in order to enhance the highway safety. Under the conditions, this research included a new evaluation criteria development and an analysis on how to change evaluation criteria according to roadway alignments, to evaluate safety. The vehicle spacing and speed deviation are suggested as new evaluation index The evaluation criteria model can be used to compare the anticipated safety performance of two or more geometric alternatives for a proposed highway improvement.

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A Fast Algorithm for evaluating the Security of Substitution and Permutation Networks against Differential attack and Linear attack (SPN구조 블록 암호의 차분 공격 및 선형 공격에 대한 안전성을 측정하는 고속 알고리즘)

  • 박상우;지성택;박춘식;성수학
    • Journal of the Korea Institute of Information Security & Cryptology
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    • v.11 no.3
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    • pp.45-52
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    • 2001
  • In this paper, we examine the method for evaluating the security of SPN structures against differential cryptanalysis and linear cryptanalysis. We present an example of SPN structures in which there is a considerable difference between the differential probabilities and the characteristic probabilities. Then we 7pose an algorithm for estimating the maximum differential probabilities and the maximum linear hull probabilities of SPN structures and an useful method for accelerating the proposed algorithm. By using this method, we obain the maximum differential probabilities and the maximum linear probabilities of round function F of block cipher E2.

Cognitive Evaluation of Geometrical Structure on Express Highway with Driving Simulator (차량시뮬레이터를 이용한 고속도로 복합선형구간에서의 운전자 감성평가)

  • 이병주;박민수;이범수;남궁문
    • Journal of Korean Society of Transportation
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    • v.21 no.4
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    • pp.91-101
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    • 2003
  • This study modeled 4-lane highway in three-dimensional virtual reality in order to overcome difficulties of field experiment. and the research subject was placed in a driving simulator. We survey the driver's cognitive characteristics to the alignment changes in the three-dimensional virtual reality highway. Especially, maximizing the identity of driving movements and virtual scenery on the basis of the data obtained by dynamic analysis module. we minimized simulator sickness for the graphic module of driving simulator. And we carried out cognitive evaluation on the basis of adjective words extracted by dictionary and the opinion of specialist. In this study LISREL model was used to detect the causal relation between geometry and safety in cognitive side, and found that geometric change affects the safety of drivers by static and dynamic road safety model in three-dimensional combined alignments. As the result, for constructing safety road. we consider drivers' cognitive characteristics as human factors in road design, and we think that they are very important factors to improve road safety.

연안어선의 선수 벌브 유무에 따른 안정성 검토

  • Lee, Kyoung Wan
    • Proceedings of KOSOMES biannual meeting
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    • 2017.11a
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    • pp.12-12
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    • 2017
  • 연안어선의 선형적 특성에 대한 검토를 수행 하여 적합한 선형에 대한 정보를 제공한고자 한다. 또한 선수 벌브설치로 인한 저항성능과 내항성능에 대한 고찰을 통해 연안 어선의 선형설계 개선 사항에 대해서 제시하여 보고자 한다.

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Development of Cognition Character Model for Road Safety Facilities on Vertical Alignment Sections (종단선형구간에서의 도로안전시설물 인지특성 모형개발)

  • Lee, Soo-Beom;Kim, Jang-Wook;Kwon, Hyuk-Min
    • Journal of Korean Society of Transportation
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    • v.23 no.3 s.81
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    • pp.73-84
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    • 2005
  • Highway design criteria are considering roadway safety and smooth driving maneuver. However, a certain highway alignment within design criteria often leads drivers to undesirable situation due to the differences between the original intention of design criteria and the unintended result of drivers' cognition. The differences between them often result in traffic accidents. In order to reduce accident process, highway safety facilities are installed on those roadway sections. However, the relationship between highway environments and human factors has not been deeply studied in Korea. In this study. vertical roadway sections are constructed with 3-D graphical tools. This vertical roadway sections are simulated on a driving simulator in order to identify the differences of drivers' cognition on different roadway environments. Based upon the collected data from the driving simulator, canonical correlation analysis and canonical discriminant analysis of quantification theory II have been performed in order to figure out impacting factors on the degree of roadway safety. Also, based upon quantification theory I. the relationship between roadway safety facilities and the degree of safety has been analyzed.

Development of 3-Dimensional Sight Distance Model for Highway Alignments (3차원 입체선형을 고려한 도로시거산정모형 개발에 관한 연구)

  • Park, Je-Jin;Choi, Joo-Yong;Ha, Tae-Jun
    • International Journal of Highway Engineering
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    • v.10 no.1
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    • pp.1-9
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    • 2008
  • Five bases for of highways are sight distance, vehicle stability, driver comfort, drainage and aesthetics. Among these bases, the sight distance is the most critical one in the highway alignment design. It is certain that highways and drivers' observation actions are 3-dimensional in nature. But, the highway alignment design and the sight distance analysis have been performed on 2-dimensional planes because of various constraints and complexity of calculating 3-dimensional sight distance. The purpose of this study is to derive a model for determining exact available sight distance in 3-D combined horizontal and vertical alignments. Application of the model is illustrated using numerical examples. The proposed model should be useful in quantifying the criteria for 3-D highway alignments.

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