• Title/Summary/Keyword: 안전성 등급

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Risk Assesment for Large-scale Slopes Using Multiple Regression Analysis (다중회귀분석을 이용한 대규모 비탈면의 위험도 평가)

  • Lee, Jong-Gun;Chang, Buhm-Soo;Kim, Yong-Soo;Suk, Jae-Wook;Moon, Joon-Shik
    • Journal of the Korean Geotechnical Society
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    • v.29 no.11
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    • pp.99-106
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    • 2013
  • In this study, the correlation of evaluation items and safety rating for 104 of large-scale slopes along the general national road was analyzed. And, we proposed the regression model to predict the safety rating using the multiple regressions analysis. As the result, it is shown that the evaluation items of slope angle, rainfall and groundwater have a low correlation with safety rating. Also, the regression model suggested by multiple regression analysis shows high predictive value, and it would be possible to apply if the evaluation items of excavation condition and groundwater (rainfall) are not clear.

A Study on Development of Performance Evaluation Model for Life-Cycle Management of River Facilities (하천시설 생애주기관리를 위한 배수통문 성능평가모델 개발)

  • Yoon, Kwang Seok;Kim, Sooyoung
    • Proceedings of the Korea Water Resources Association Conference
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    • 2018.05a
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    • pp.420-420
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    • 2018
  • 하천법에서 정의하고 있는 하천시설은 시설은 제방과 수문을 포함하여 20여종에 달한다. 이 중 하천유지 보수 매뉴얼(국토교통부, 2016)에서 정한 유지관리 대상은 총 14종이며, 국가 및 지방하천 정비와 유지관리에 4대강살리기사업 완료 시점인 2012년 이후 연간 약 1.3조원의 예산을 투입하고 있다. 연간 막대한 예산이 투입되어 관리되고 있는 하천관리의 효율성을 제고하기 위해 하천시설에 대한 생애주기관리기법적용 연구가 진행 중이며 이를 위해서는 하천시설의 성능에 대한 정확한 평가가 선행되어야 한다. 본 연구에서는 배수통문에 대한 성능평가모델을 산정하는 방법을 제시하였다. 우선적으로 배수통문의 설치년도와 시설물안전등급을 조사하고 등급별 평균사용연수를 산정하고 시설물 성능예측 기본식의 계수를 산정하여 성능평가모델 산정식을 도출하였다. 배수통문 성능평가모델 산정식과 등급별 평균 사용연수를 비교하여 산정식의 적용성을 검증하였다. 본 연구를 통해 하천시설의 사용연수에 따른 성능을 개략적으로 예측하여 유지관리예산 투입의 우선 순위를 결정하는데 기초자료로 활용이 가능하다고 판단된다.

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Study on Method of Active Node for Performance Improvement on Active Network (액티브 네트워크 성능향상을 위한 액티브 노드 구성 방안)

  • 최병선;이성현;이원구;이재광
    • Proceedings of the Korea Institutes of Information Security and Cryptology Conference
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    • 2003.12a
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    • pp.538-542
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    • 2003
  • 본 논문에서는 액티브 네트워크 상에서 강력한 자원 관리와 액티브 응용의 제어를 위해 접근제어 메커니즘을 적용한 안전한 리눅스 커널을 분석 설계하였다. 설계된 접근제어 모델은 직무기반 접근제어를 이용하여 권한을 효과적으로 통제하고, 신분 및 규칙 기반 접근제어를 이용하여 정보 및 시스템의 비밀성, 무결성, 가용성의 보장 및 시스템의 불법적인 접근을 방지할 수 있다. 리눅스 마이크로 커널 기반 접근제어 모델을 직무, 보안등급, 무결성 등급 및 소유권의 다단계 보안 정책을 기반으로 시스템의 불법적인 접근, 직무기반, 소유권 등의 다단계 보안 정책을 기반으로 하여 시스템의 불법적인 접근을 통제 할 수 있다.

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Perception and Behavior Regarding the Safety of Medical Devices among Medical Personnel at a Tertiary Care Hospital (의료기기 안전에 관한 대학병원 의료인들의 인식과 행동에 관한 연구)

  • Lim, Ji-Hye;Kim, Kyu-Sung;Kim, Sae-Rom;Kim, Young-Soon;Lee, Hun-Jae
    • Journal of rehabilitation welfare engineering & assistive technology
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    • v.11 no.4
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    • pp.287-297
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    • 2017
  • This exploratory study aimed to explore the perception (knowledge and attitude) and behaviors of medical personnel regarding medical device safety and to identify the differences in results linked with the type of their task. A questionnaire was administered to medical personnel working at a tertiary care hospital with 900 beds in Incheon, Korea, and 220 completed questionnaires were used for analysis. The results revealed that the majority of the medical personnel perceived the potential risk involved in different types of medical devices they use and stated that they need training programs for safe use of medical devices. Concerning the perception regarding medical devices across different positions within the hospital, it was found that the residents had a low awareness about safety issues, although the medical services they handled involve high risks, thereby calling for safety training. Further nationwide studies are needed to improve the quality and validity of data and eventually to provide important information required by policy makers and academicians to manage medical device safety.

Storm Surge Vulnerability Assessment due to Typhoon Attack on Coastal area in Korea (태풍 내습으로 인한 연안역 해일 취약성 평가)

  • Kang, Tae-Soon;Oh, Hyeong-Min;Lee, Hae-Mi;Eum, Ho-Sik
    • Journal of the Korean Society of Marine Environment & Safety
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    • v.21 no.5
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    • pp.608-616
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    • 2015
  • In this study, we have estimated the storm surge heights using numerical modeling on coastal area, and then evaluated the vulnerability index by applying the vulnerability assessment techniques. Surge modelling for 27 typhoons affected from 2000 to 2014 were simulated by applying the ADCIRC model. The results of validation and verification was in significant agreement as compared with observations for the top 6 ranking typhoons affected. As results, the storm surge heights in Jinhae Bay, Sacheon Bay, Gwangyang Bay, Cheonsu Bay and Gyeonggi Bay were higher than other inner coastal areas, then storm surge vulnerability assessment was performed using a standardization, normalization and gradation of storm surge heights. According to results of storm surge vulnerability assessment, index of Jinhae Bay, Sacheon Bay, Gwangyang Bay etc. are estimated to be vulnerable(4~5) because of the characteristics of storm surge such as inner bay are vulnerable compared with exposed to the open sea areas. However, index in the inner bay of western Jeonnam are not vulnerable(1~3) relatively. It may not appear the typhoons affected significantly for the past 15 years. So, the long-term vulnerability assessment with the sensitivity of geomorphology are necessary to reduce the uncertainty.

Impact Conditions of Performance Evaluation, and Development of High-Performance Roadside Barrier for Longitudinal Barriers in Smart Highway (스마트하이웨이 종방향 베리어 성능평가 충돌조건과 고성능 노측용 베리어 개발)

  • Kim, Dong-Seong;Kim, Kee-Dong;Ko, Man-Gi;Jang, Dae-Young
    • Journal of Korean Society of Transportation
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    • v.29 no.2
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    • pp.59-67
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    • 2011
  • To minimize the degree of damage in the SMART highway's punctuality and safety occurred from the car-barrier collisions, the impact conditions for longitudinal barriers in SMART highway was determined to be significantly larger than the existing maximum impact conditions. Results from computer simulation runs show that the existing domestic highest-performance roadside barrier did not satisfy the suggested impact conditions. The newly developed N-class barrier designed with computer simulation model and verified by full-scale crash tests has satisfied the SMART highway impact conditions in terms of occupant safety indexes and structural adequacy.

Probabilistic Analysis for Rock Slope Stability Due to Weathering Process (풍화작용에 따른 암반사면 안정성의 확률론적 해석)

  • Park, Hyuck-Jin;Woo, Ik;Um, Jeong-Gi
    • Economic and Environmental Geology
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    • v.42 no.4
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    • pp.357-366
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    • 2009
  • Since weathering weakens the rock fabric and exaggerates any structural weakness, it affects mechanical properties as well as physical and chemical properties of rock. Weathering leads to a decrease in density, strength, friction angle and cohesion, and subsequently it affects negatively on the stability of rock slope. The purpose of the study is to investigate the changes of the rock slope stability caused by discontinuities which have different weathering grades. For that, the discontinuity samples which are divided into two different weathering grades are obtained from the field and tested their mechanical properties such as JCS, JRC and residual friction angle. In order to evaluate the effects on the stability of slope due to weathering, the deterministic analysis is carried out. That is, the factors of safety for planar failure are calculated for rock masses which have two different weathering grades, such as fresh and weathered rock mass. However, since the JRC and friction angle values are widely scattered and the deterministic analysis cannot consider the variation, the factors of safety cannot represent properly the stability of the rock slope. Therefore, the probabilistic analysis has been used to consider the scattered values. In the deterministic analysis, the factors of safety for the fresh discontinuity and weathered discontinuity are 1.25 and 1.0, respectively. The results indicate the fresh discontinuities are stable for planar failure and the weathered discontinuities are marginally stable. However, the probabilities of failure for the fresh discontinuity and weathered discontinuity are 25.6% and 45.9%, respectively. This shows that both discontinuities are analyzed as unstable in the probabilistic analysis.

A study on the factor analysis by grade for highway traffic accident (고속도로 교통사고 심각도 등급별 요인분석에 관한 연구)

  • Lee, Hye-Ryung;Kum, Ki-Jung;Son, Seung-Neo
    • International Journal of Highway Engineering
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    • v.13 no.3
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    • pp.157-165
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    • 2011
  • With respect to the trend of highway traffic accident, highway accident is in decline, whileas, the fatality is on an increasing trend. Thus, many efforts to decrease highway traffic accidents and improve the safety, are required. In particular, in case of highway, the management standard by grade for accident black spot is designated. Thus, investing the effect factors by grade for highway traffic accident is required in detail. Thus, in this study, the factors affecting the traffic accidents among the environmental factors based on the graded data for the accident black spot in the applicable section targeting the Seoul-Pusan Express Highway, were reviewed; accident forecasting model which would analyze the characteristics of the accidents for determining the accident grade, was developed. As a result of establishing a model by using Quantification Theory of Type II, considering the characteristics of the dependent and independent variables based on the geometric structure, 'the fixed variable' among the variables relating to the accident, for the variables influencing over the accident grade, 'the type of vans, a chassis and people', 'the trailers, special vehicles and chassis people' and 'the negligence of watching and cloudy weather' were analyzed as common factors, in case of 'horizontal alignment', 'longitudinal slope' and, 'barricade' respectively.

Quality Grading of Concrete Soil Erosion Control Dam in the Aspect of Unconfined Concrete Strength by Surface-Wave Technique (표면파 기법에 의한 콘크리트 사방댐의 콘크리트 강도 등급 평가)

  • Lee, Chang-Woo;Joh, Sung-Ho;Park, Ki-Hyung;Kim, Min-Sik;Yoon, Ho-Joong;Raja Ahmad, Raja Hassanul
    • Journal of Korean Society of Forest Science
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    • v.101 no.3
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    • pp.412-425
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    • 2012
  • Concrete Soil Erosion Control Dam, which blocks flow of debris flow in torrential stream, are reported to lose expected functions due to structural failure and collapses, caused by poor construction, material deterioration and external impacts. In this paper, an integrity assessment technique for debris barriers was proposed, which allows preliminary detection of problems inherent in debris barriers. The proposed integrity assessment technique is a non-destructive method based on SASW method, one of surface-wave tests. In this paper, a practical procedure and analysis guidelines in applying the SASW technique to debris barrier was proposed and its validity was verified using five decrepit debris barriers older than 20-year old. As a result, the SASW method was validated for the reliable grade evaluation method for concrete soil erosion control dam, and the resulting grades turned out to agree with the results determined by Sabang Associations.

Damageability , Repairability and Safety of Vehicles at Low Speed 40% Offset Crash Test (저속 40%오프셋 충돌시험을 통한 차량의 손상성 .수리성 및 안전성에 관한연구)

  • 박인송;허승진;정태용
    • Transactions of the Korean Society of Automotive Engineers
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    • v.7 no.9
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    • pp.203-211
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    • 1999
  • The research committee for automobile repairs (RCAR), an international body of insurance research centers, has adopted the typical low speed crash test based on an average damage level in crash accidents to estimate the damageability , repairability and safety. The characteristics of body acceleration and the probability of injury are investigated based on damaged components, accelerations of body and injured dummy to analyze damageability and the driver's safety under low speed crash environment. It is found from the experimental results that the probability of head and thorax injuries are very low comparing to the injury criteria of FMVSS No.208. Furthermore, it is suggested that the deployment of airbag may not be necessary at RCAR low speed frontal crash test.

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