• Title/Summary/Keyword: safety engineer

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Risk Assessment of Dropped Object in Offshore Engineering through Quantified Risk Analysis (정량적 위험해석을 이용한 크레인 낙하물의 위험성 평가에 관한 연구)

  • Jang, Chul-Ho;Lee, Joo-Sung
    • Journal of the Society of Naval Architects of Korea
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    • v.54 no.2
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    • pp.143-150
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    • 2017
  • Previous methods to evaluate the risk of dropped objects rely on personnel experience of the engineer or operator without analyzed data. However analyzing historical statistic data is the best approach to find the safest operation route and to achieve more reasonable and reliable calculation results. By counting the failure frequency and fatal accident rate the risk can be quantified, and so controlled or mitigated with best economical risk reducing measures. This analysis gives a crane operator with useful information for selecting the best crane operation route, and a designer with an estimation of risk level for the dropped objects from a safety point of view.

Reliability Analysis of Reinforced Concrete Shear Wall Subjected to Biaxial Bending (이축 휨 모멘트를 받는 철근콘크리트 전단벽의 신뢰성 해석)

  • Park Jae Young;Shin Yeong-Soo
    • Proceedings of the Korea Concrete Institute Conference
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    • 2004.11a
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    • pp.433-436
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    • 2004
  • The safety of buildings is generally estimated by analyzing a plane frame ignoring a minor bending moment. In this paper, uncertainties of reinforced concrete shear wall subjected to a biaxial bending are considered. First, major parameters are selected from all parameters of general shear wall design to perform a reliability analysis in their practical ranges, means and standard derivations of selected design parameters for the reliability analysis are calculated by a data mining as a simulation method. The bi-section method is used to find inclined neutral axis and its limit state using MATLAB subjected to the concept on strength design method. The reliability index $\beta$ as a safety index is calculated based on AFOSM(Advanced First-Order Second Moment) method. Also, if target reliability index $\beta_T$ is decided by an engineer an amount of reinforcement can be calculated by subtracting the reliability index $\beta$ from the target reliability index $\beta_T$.

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News Focus: Directions of Food Safety Policies for the world's top live food powers (뉴스초점: 세계 5대 식품 강국을 위한 식품안전정책 추진방향)

  • Kim, Dong-Sul
    • Journal of the Korean Professional Engineers Association
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    • v.44 no.4
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    • pp.34-38
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    • 2011
  • Following the relocation of the Korea Food and Drug Administration(KFDA) to the Osong Bio-Health Technopolis in 2011, KFDA established 6 development strategies for Global Top 5 by 2020. 6 detailed strategies aim at systematic support for corresponding to the necessity of risk management and an instantaneous response according to environmental changes which have ever-present hazard, and to the development of Fusion Technology-combined new technology. These comprehensive strategies pursue to improve the quality of national life through wise food and drug consumption. Contents for future development is a summary of KFDA's Major Work Plan 2011 related food safety policies. The plan was released in reception hall of the Blue House on Dec. 22, 2010.

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Investigation of Optimization Nesting Systems on a Board (판재 최적절단 시스템에 관한 연구)

  • Rhee, Zhang-Kyu;Lee, Sun-Kon;Jo, Dae-Hee;Kim, Bong-Gak
    • Proceedings of the Safety Management and Science Conference
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    • 2008.11a
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    • pp.649-658
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    • 2008
  • This paper investigates the optimal nesting system for a board. A hybrid method is used to search the optimal solution for rectangular nesting problem. This method is composed of heuristic approach algorithm. An engineer's experience of board nesting in which a loss occurred to sheet because of various individual error and diffidence. So, item layout at resource sheet were evaluated in engineering algorithm logic in which specially designed was installed. The nesting system consists of Lisp and Visual Basic. The system was controlled by AutoCAD so as to best item batch path test.

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An analysis of the Design heating load calculation in multi-family houses (공동주택 최대난방부하 계산법의 분석)

  • 조동우
    • Korean Journal of Air-Conditioning and Refrigeration Engineering
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    • v.12 no.1
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    • pp.26-32
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    • 2000
  • Design load calculations which depend on the thermal characteristics of the building structure such as the wall, roof, and fenestration provide the basic data for selecting an HVAC system and its equipment. Most of domestic multi-family houses include a high thermal storage layer like massive concrete structure and a floor heating structure. This study is to compare the results of the design heating load between steady state and unsteady state calculation in order to comprehend the thermal storage effect in multi-family houses. The design heating load under the steady state calculation is estimated from 5.4% to 7.8% larger than that under the unsteady state in the typical floor of a multi-family house model. The design heating load considered the safety factors like a orientation and location factor also is 21.4% to 26.5% larger than that by the unsteady state calculation. So, the safety factors for use of the practicing engineer are analyzed as the main factor of a heating plant oversizing.

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A Study to Develop a Practical Probabilistic Slope Stability Analysis Method (실용적인 확률론적 사면안정 해석 기법 개발)

  • 김형배;이승호
    • Journal of the Korean Geotechnical Society
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    • v.18 no.5
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    • pp.271-280
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    • 2002
  • A probabilistic approach to identify the effects of uncertainties of soil strength parameters on searching a critical slip surface with the lowest reliability is introduced. In general construction field, it is impossible for the engineer to always gather a variety of statistical information of soil strength parameters for which lots of laboratory and in-situ soil testing are required and to use it with enough statistical knowledge. Thus, in order that the engineer may easily understand the probabilistic concept for the slope stability analysis, this study proposes a combined procedure to incorporate the engineering probabilistic tools into the existing deterministic slope stability analysis methods. Using UTEXAS 3, a slope stability analysis computer program developed by U.S. Army Corps of Engineers (U.S. COE), this study provides the results of this probabilistic slope stability analysis in terms of probability of failure or reliability index. This probabilistic method f3r slope stability analysis appears to yield more comprehensive results of slope reliability than does existing deterministic methods with safety factors alone.

Analysis of Basic Capabilities for Building Demolition Experts - Focused on Domestic and International Cases (건축물 해체공사 전문인력을 위한 기본역량 분석 - 국내·외 사례를 중심으로)

  • Lee, Kyung-Koo;Shin, Yong-Seob;Lee, Hyung-Yong;Chun, Jae-Youl
    • Journal of the Korea Institute of Building Construction
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    • v.23 no.6
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    • pp.841-849
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    • 2023
  • The rising number of accidents during building demolition work has significantly heightened interest in this field. This study undertakes a comprehensive analysis of the essential capabilities required for building demolition experts, drawing on both domestic and international examples. This includes an examination of training courses for building demolition inspectors and the competencies mandated for structural demolition roles as per Korea's National Competency Standards(NCS). Furthermore, the study reviews the qualification tests and training programs for building demolition professionals in the United States, Japan, and England. The research concludes that the expertise needed for demolition construction professionals should be categorized into seven key domains: legal, structural, safety, planning, operational, constructional, and environmental aspects. These competencies are further divided across three professional tiers: technician, engineer, and manager.

A Study on the Management of Engine Coolant in Small Fishing Vessels (소형선박 운용자의 냉각수 관리에 관한 고찰)

  • KIM, Young-Un
    • Journal of Fisheries and Marine Sciences Education
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    • v.27 no.6
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    • pp.1734-1744
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    • 2015
  • Majority of marine accidents that occur on fishing vessels are engine accidents. This comprises more than 26 % of the total annual fishing vessel marine accident cases. Large numbers of engine accidents happen in the cooling water system, which are mostly caused by negligence on regular check-up and repair. Notably, small-sized ships have higher engine accidents occurrence rate compared to medium-and large-sized ships. Based on the Report of the Korea Ship Safety Technology Authority, engine accident cases reached 3,032 out of the total 3,081 cases. This study researches on the differences between the small-sized ship pilot, an operator of a vessel engine of less than 200 tons, and a 6th level marine engineer, in terms of the relationship between management forms and what causes the marine accidents in association with the cooling water system. It also studies and analyzes the differences in frequency of the accident occurrence between the two groups. ${\chi}^2$ qualification was imposed through the SPSS statistical analysis program and it got qualified at the significance level of 5%. The research shall be utilized as one of the base line data for the reduction of marine accidents.

A Case Study on the Application of EPS Construction Method Considering Abutment Displacement in Soft Ground (연약지반에서의 교대변위를 고려한 EPS공법의 적용사례 연구)

  • Kang, Hee-June;Oh, Ill-Rok;Chae, Young-Su
    • Proceedings of the Korean Geotechical Society Conference
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    • 2004.03b
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    • pp.698-705
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    • 2004
  • Application of structural load on soft ground can cause lateral movement as well as ground break due to pressing and shearing of ground. Especially, abutment supported by pile foundation can make pile deformed due to lateral movement of ground in order to have harmful effect on structure. According to the result of this study, it is required to consider disturbance of weak soil layer when using lateral movement countermeasure method by EPS construction method as a result of performing study on safety review and EPS construction method with respect to this based on site where lateral movement occurs due to backside soil filling load at bridge abutment installed on weak ground, and it is required to sufficiently consider soil reduction during design of EPS construction method due to lateral movement deformation of soft clay layer by losing ground horizontal resistance force due to plasticity of ground around pile as well as combination part damage with pile head and expansion foundation.

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Physiological Status Assessment of Locomotive Engineer During Train Operation

  • Song, Yong-Soo;Baek, Jong-Hyen;Hwang, Do-Sik;Lee, Jeong-Whan;Lee, Young-Jae;Park, Hee-Jung;Choi, Ju-Hyeon;Yang, Heui-Kyung
    • Journal of Electrical Engineering and Technology
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    • v.9 no.1
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    • pp.324-333
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    • 2014
  • In this study, physiological status of locomotive engineers were measured through EEG, ECG, EDA, PPG and respiration signals from 6 subjects to evaluate their arousal status during train operating. Existence of tunnels and mechanical vibration of train using 3-axes acceleration sensors were recorded simultaneously and were correlated with operator's physiological status. As the result of the analyzed subjects' physiological signals, mean SCR was increased in the section where more body movement is required. The RR interval was decreased before and after train stop due to the higher level of mental tension. The intensity of beta wave of EEG was found to be higher before and after train stop and tunnel section due to the increased mental arousal and tension. Therefore, it is expected that the outcomes of the physiological signals explored in this study can be utilized as the quantitative assessment methods for the arousal status to be used for sleepiness prevention system for vehicles operators which can greatly contribute to public transportation system safety.