• 제목/요약/키워드: Safety evaluation model

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KTX 차량의 주행안정성 평가를 위한 노상과 PSC 교량 상의 윤하중분포 동적해석 연구 (A Study of Dynamic Analysis of Wheel Force Spectrum between Road and PSC Bridge tracks for the KTX Safety Evaluation)

  • 이동준;오순택;심영우;윤준관;김한수
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2011년도 정기총회 및 추계학술대회 논문집
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    • pp.793-799
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    • 2011
  • A comprehensive analysis of wheel force spectrum is conducted to provide the KTX safety evaluation with structural behaviour of Pre-Stressed Concrete (PSC) box bridge due to various high speeds. The wheel spectrum for KTX locomotive running over road and PSC bridge tracks is compared using irregular track responses with numerical models of 170m approach road track and 40m span length of PSC box bridge The high-speed railway locomotive is used as 38-degree of freedom system. Three displacements (vertical, lateral, and longitudinal) and three rotational components (pitching, rolling, and yawing) for one car-body and two bogies are considered in the 38-degree of freedom model. Three dimensional frame element of finite element method (FEM) is used to model of the simply supported PSC box bridge. The irregulation of rail-way is derived using the experiential spectrum density function under assumption of twelve level tracks conditions based on the normal probability procedure. The dynamic analyses by Runge-Kutta method which are able to analyze the high frequency wheel force spectrum. A dynamic behaviour of KTX due to high speeds until 450km/h developing speed with relative time is analysed and compared the characteristics running over the road and PSC box bridge tracks. Finally, the KTX integrated evaluation method of safety between high speed train and bridge is presented.

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객체지향 공간 모델에 기반한 지하수 관정 안전도 평가 시스템을 위한 유형적 분석 (Pattern Analysis for Safety Evaluation System of Groundwater Well Based on Object Oriented Spatial Model)

  • 이재봉;곽훈성
    • 정보처리학회논문지D
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    • 제11D권4호
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    • pp.893-900
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    • 2004
  • 이 논문은 지리정보시스템의 응용분야에 적합한 소프트웨어 시스템을 개발하는 방법을 규정하고자 한다. 그리고 객체 지향 광간 모델에 기반한 지하수 관정 안전성 평가를 위한 시스템 구현을 위하여 기능과 역할에 따라 유형적으로 분석하고자 한다 지하수 관정 사용자 인터페이스를 설계하기 위해서 여러 응용분야에 적응할 수 있는 필수적인 컴포넌트만 분류할 수 있는 프레임워크를 제안하고자 한다 응용영역에 적합한 유형을 규정하고 객체지향 방법론에 기반한 UML을 이용하여 분석유형을 설계함으로서 대규모 개방 시스템을 개발하고 배포할 수 있는 컴포넌트의 재사용성을 증가시키는데 기여하고자 한다.

세부 집계단위별 교통 특성을 반영한 고속도로 안전성능함수 개발 (Development of Time-based Safety Performance Function for Freeways)

  • 강가원;박준영;이기영;박중규;송창준
    • 한국ITS학회 논문지
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    • 제20권6호
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    • pp.203-213
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    • 2021
  • 교통사고는 도로 구간의 기하구조, 교통, 운전자 특성과 같은 다양한 요인의 영향을 받아 발생한다. 사고발생과 요인간의 관계를 통계적으로 추정하기 위해 다양한 연구에서 안전성능함수(SPF)를 활용하고 있으며 목적에 따라 다양한 특성 변수가 고려되었다. 기존 국내 선행연구들은 연평균 일교통량과 같이 거시적인 집계 단위로 교통 패턴을 정량화하여 도로 구간별 특성을 반영하였다. 그러나 연 단위와 같은 거시적인 변수는 실시간으로 변화하는 교통 특성을 반영하기 어렵다는 한계가 존재하여 효과적인 집계 단위에 대한 연구의 필요성이 제시되었다. 따라서 본 논문에서는 기존 연 단위 사고예측모형과 1시간 단위 교통특성을 반영한 세부집계 단위 사고예측모형을 개발하고 예측 성능 비교를 수행하였다. 분석 결과 1시간 단위의 세부 모형이 연 단위 모형보다 사고예측 성능이 높게 도출되는 것으로 나타났으며 향후 유동적인 교통 특성을 고려한 고속도로 구간의 사고 위험요인 판단 및 세부 집계수준의 사고예측모형 구축 시 활용될 수 있을 것으로 기대된다.

모델기반 항공기 안전성평가에 관한 연구 (A Study of Model-Based Aircraft Safety Assessment)

  • 김주영;이동민;이병길;길기남;김경남;나종화
    • 항공우주시스템공학회지
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    • 제15권5호
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    • pp.24-32
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    • 2021
  • 도심 항공 모빌리티(Urban Air Mobility, UAM)의 핵심 이동수단인 개인 항공기(PAV) 및 화물 운송용 무인항공기(Cargo UAS)는 항공기 시스템의 설계 적합성과 안전성을 동시에 확보해야 한다. 이를 입증하여 형식 증명(인증)을 받으려면 안전성 분석 및 평가를 항공기 개발과정 초기부터 전체 주기에 걸쳐서 체계적으로 수행해야한다. 그러나 안전 필수 항공시스템의 복잡도가 증가하고 최첨단 시스템이 적용됨에 따라 기존의 경험기반, 절차기반의 안전성평가만으로는 항공기 시스템의 안전성을 객관적으로 평하기 어려워졌다. 이러한 문제를 해결하기 위해 국내외적으로 모델링 및 시뮬레이션 기술을 이용한 모델기반 안전성평가(Model-based Safety Assessment, MBSA)가 활발히 연구되고 있다. 본 논문에서는 비행 시뮬레이터와 타겟의 시뮬레이션 모델을 연동한 통합 비행 시뮬레이터를 활용한 모델기반 안전성평가 프레임워크를 제안하였다. 공중충돌방지시스템(Traffic Collision Avoidance System, TCAS) 과 휠 제동 시스템 (Wheel Brake System, WBS) 사례연구를 통해 제안된 프레임워크를 UAM 안전성평가에 적용 가능함을 확인하였다.

군집시설물 건설공사의 안전점검 대가 산정모델 제안 및 평가 (Proposal and Evaluation of the Safety Inspection Cost Estimation Model for Multi-building Construction Project)

  • 김진원;방종대;손정락
    • 대한건축학회논문집:구조계
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    • 제33권12호
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    • pp.11-18
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    • 2017
  • The safety inspection cost of the construction work was based on commercial facilities classified as a single building. Therefore, it is not possible to fully reflect the characteristics of the multi-building construction project such as apartment houses. Therefore, this study suggests a reasonable estimation model that can fully reflect the characteristics of the multi-building construction project. The safety inspection cost estimation model proposed two models such as construction cost ratio method and cost plus fixed fee method. And these models were simulated by the apartment construction work and compared with the current standard. As a result, the current construction cost ratio method has shown that the safety inspection cost tends to be overestimated as the construction size increases. Therefore, the proposed model has reflected characteristics of the multi-building construction project, so that it can reasonably estimate the safety inspection cost more than the current standard.

사업장에 적용 가능한 감염병(COVID-19) 위험성평가 지표 개발 (Safety Estimation Index of Infectious Disease (COVID-19) in Workplaces)

  • 김하경;이명하;송형준
    • 한국안전학회지
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    • 제37권2호
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    • pp.88-96
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    • 2022
  • Widespread infectious diseases are a concern for workers working in confined spaces. However, there is no risk assessment index for the risk of infectious disease in the workplace. Therefore, we propose a simple but effective index model to assess the risk of infectious diseases in the workplace. The proposed model identifies the risk of each workplace through an evaluation sheet comprising the frequency and intensity of the infectious disease. The intensity of an infectious disease is generally governed by the density of workers, whereas frequency is the sum of physical-e nvironmental and human management factors. By multiplying intensity and frequency, the risk of the workplace is derived. Through the proposed model, we evaluate the risks of workers at 15 different work sites. The proposed model clearly reveals what should be improved to keep workers safe from infectious diseases and will be helpful in assessing the risk of contagious disease at the work place.

일본 동경소방청의 피난안정성평가 시뮬레이션 기술개발 사례연구 (A Investigation Study on the Development of Egress Simulation for Evacuation Safety Evaluation of Tokyo Fire Dept. Department in Japan)

  • 이현진;서동구;권영진
    • 한국화재소방학회:학술대회논문집
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    • 한국화재소방학회 2008년도 추계학술논문발표회 논문집
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    • pp.216-222
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    • 2008
  • A large number of Computer-based fire growth and Evacuation model have been developed for various purpose and many of these are widely used for research and engineering. And Most of Egress simulation program are ordinary case only related to human behavior But Egress safety Evaluation is very closed to smog movement. It is well known that the Egress simulation program made by Tokyo Fire Department are related to smog movement. So It is the aim of this study to investigate on the Development of Egress Simulation for Evacuation Safety Evaluation of Tokyo Fire Dept. Department in Japan.

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체계신뢰성에 기초한 교량의 시스템여용성 및 저항강도 평가 (SYSTEM RELIABILITY-BASED EVALUATION OF BRIDGE SYSTEM REDUNDANCY AND STRENGTH)

  • 조효남;이승재;임종권
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 1993년도 가을 학술발표회논문집
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    • pp.240-247
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    • 1993
  • The precise prediction of reserved carrying capacity of bridge as a system is extremely difficult especially when the bridges are highly redundant and significantly deteriorated or damaged. This paper is intended to propose a new approach for the evaluation of reserved system carrying capacity of bridges in terms of equivalent system-strength, which may be defined as a bridge system-strength corresponding to the system reliability of the bridge. This can be derived from an inverse process based on the concept of FOSM form of system reliability index. It may be emphasized that this approach is very useful for the evaluation of the deterministic system redundancy and reserve strength which are measured in terms of either probabilistic system redundancy factor and reserve factor or deterministic system redundancy factor and reserve factor. The system reliability of bridges is formulated as a parallel-series model obtained from the FAM(Failure Mode Approach) based on the major failure mechanisms. AFOSM and IST methods are used for the reliability analysis of the proposed models. The proposed approach and method for the system redundancy and reserve safety/strength are applied to the safety assessment of actual RC and steel box-girder bridges. The results of the evaluation of reserved system safety or bridge system-strength in terms of the system redundancy and the system safety/strength are significantly different from those of element reliability-based or conventional methods.

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실도로 주행 조건 기반의 자율주행자동차 고위험도 평가 시나리오 개발 및 검증에 관한 연구 (A Study on Development of High Risk Test Scenario and Evaluation from Field Driving Conditions for Autonomous Vehicle)

  • 정승환;유제명;정낙승;유민상;편무송;김재부
    • 자동차안전학회지
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    • 제10권4호
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    • pp.40-49
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    • 2018
  • Currently, a lot of researches about high risk test scenarios for autonomous vehicle and advanced driver assistance systems have been carried out to evaluate driving safety. This study proposes new type of test scenario that evaluate the driving safety for autonomous vehicle by reconstructing accident database of national automotive sampling system crashworthiness data system (NASS-CDS). NASS-CDS has a lot of detailed accident data in real fields, but there is no data of accurate velocity in accident moments. So in order to propose scenario generation method from accident database, we try to reconstruct accident moment from accident sketch diagram. At the same step, we propose an accident of occurrence frequency which is based on accident codes and road shapes. The reconstruction paths from accident database are integrated into evaluation of simulation environment. Our proposed methods and processor are applied to MILS (Model In the Loop Simulation) and VILS (Vehicle In the Loop Simulation) test environments. In this paper, a reasonable method of accident reconstruction typology for autonomous vehicle evaluation of feasibility is proposed.

Seismic vulnerability evaluation of a 32-story reinforced concrete building

  • Memari, A.M.;Motlagh, A.R. Yazdani;Akhtari, M.;Scanlon, A.;Ashtiany, M. Ghafory
    • Structural Engineering and Mechanics
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    • 제7권1호
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    • pp.1-18
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    • 1999
  • Seismic evaluation of a 32-story reinforced concrete framed tube building is performed by checking damageability, safety, and toughness limit states. The evaluation is based on Standard 2800 (Iranian seismic code) which recommends equivalent lateral static force, modal superposition, or time history dynamic analysis methods to be applied. A three dimensional linearly elastic model checked by ambient vibration test results is used for the evaluation. Accelerograms of three earthquakes as well as linearly elastic design response spectra are used for dynamic analysis. Damageability is checked by considering story drift ratios. Safety is evaluated by comparing demands and capacities at the story and element force levels. Finally, toughness is studied in terms of curvature ductility of members. The paper explains the methodology selected and various aspects in detail.