• Title/Summary/Keyword: Safe Behavior

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Development of a Scale to Measure Reproductive Health Promoting Behavior of Undergraduates (대학생의 생식건강증진행위 측정도구 개발)

  • Jo, Ho Yoon;Kim, Young Hae;Son, Hyun Mi
    • Korean Journal of Health Education and Promotion
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    • v.31 no.5
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    • pp.29-43
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    • 2014
  • Objectives: This study was to develop a reliable and valid instrument measuring the reproductive health promoting behavior of undergraduates. Methods: The initial questionnaires were made of 106 items from four domains through literature review. All questionnaire items were revised by an expert group and a pilot test. Data were collected using the revised initial questionnaire of men's 58 items and female's 64 items from 634 male and 685 female undergraduate students. The collected questionnaires were analyzed by factor analysis using varimax rotation to evaluate the construct validity. Results: According to the gender, two measurement were invented and analysed separately. Four common factors consisting of 'safe sex', 'sexual responsibility', 'genital health management' and 'STD prevention' were discovered in both groups. The 'genital hygiene' factor was added as a female factor. Male students' scale was made up 4 factors 16 items and female students' scale was made up 5 factors 18 items. Cronbach's alpha for male scale was estimated to be .892 and female scale to be .882. Conclusions: This scale will make it possible to measure the level of reproductive health among Korean university students. This scale may be useful for developing effective methods of education as well as policy programs for improving the reproductive health of Korean university students.

Evaluation of Dorim-Goh bridge using ambient trucks through short-period structural health monitoring system

  • Kaloop, Mosbeh R.;Hwang, Won Sup;Elbeltagi, Emad;Beshr, Ashraf;Hu, Jong Wan
    • Structural Engineering and Mechanics
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    • v.69 no.3
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    • pp.347-359
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    • 2019
  • This paper aims to evaluate the behavior of Dorim-Goh bridge in Seoul, Korea, under static and dynamic loads effects by ambient trucks. The prestressed concrete (PSC) girders and reinforcement concrete (RC) slab of the bridge are evaluated and assessed. A short period monitoring system is designed which comprises displacement, strain and accelerometer sensors to measure the bridge performance under static and dynamic trucks loads. The statistical analysis is used to assess the static behavior of the bridge and the wavelet analysis and probabilistic using Weibull distribution are used to evaluate the frequency and reliability of the dynamic behavior of the bridge. The results show that the bridge is safe under static and dynamic loading cases. In the static evaluation, the measured neutral axis position of the girders is deviated within 5% from its theoretical position. The dynamic amplification factor of the bridge girder and slab are lower than the design value of that factor. The Weibull shape parameters are decreased, it which means that the bridge performance decreases under dynamic loads effect. The bridge girder and slab's frequencies are higher than the design values and constant under different truck speeds.

A study on the impact on the safety behavior of safety awareness level: Organizational trust as a parameter (focusing on the distribution center) (안전의식수준이 안전행동에 미치는 영향에 관한 연구 : 조직신뢰를 매개변수로(물류센터를 중심으로))

  • Park, Jin-Woong;Lee, Jae-Gun;Hwang, Dae-Sung;Kim, Han-Seong;Kim, Young-Kug;Kang, Kyung-Sik
    • Journal of the Korea Safety Management & Science
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    • v.18 no.3
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    • pp.55-62
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    • 2016
  • The purpose of this study is to understand how to affect the safety behavior to the organization's trustees to investigate the level of safety awareness, safety awareness via the distribution center workers prepare the logistics industry disaster prevention measures. The survey was analyzed data to target by the clothing distribution center employees of 182 people. Analysis First, the level of safety awareness showed on a positive effect on organization trust. Second, it was found on the safety level of consciousness a positive effect on the safety behavior. Third, the level of safety awareness affect the safety behavior showed that the mediating role of organization trust. That is a higher level of safety awareness, such as the strict practice of business activities, investments, safety rules on safety education and training emphasis on safety increases confidence in the organization. It was confirmed the higher the confidence in the safety organization appears behavior such as actively participating in the work carried out in a safe manner, safety education and training. In addition, the effect was mediated by the organizational impact on confidence in the safety of personnel safety awareness actions. Based on that research results prepared safety awareness was raised through the industrial accident prevention measures.

Identification Technition of Malicious Behavior node Based on Collaboration in MANET (MANET에서 협업기반의 악의적인 노드 행위 식별기법)

  • Jeon, Seo-In;Ryu, Keun-Ho
    • The KIPS Transactions:PartC
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    • v.19C no.2
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    • pp.83-90
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    • 2012
  • MANET(Mobile Ad-Hoc Network) has a weakness from a security aspect because it operates where no wired network is built, which causes the exposed media, dynamic topology, and the lack of both central monitoring and management. It is especially difficult to detect and mitigate a malicious node because there is not a mediator which controls the network. This kind of malicious node is closely connected to the routing in the field of study of Ad-Hoc security. Accordingly this paper proposes the method on how to enhance the security for the safe and effective routing by detecting the malicious node. We propose MBC(Identification technition of Malicious Behavior node based on Collaboration in MANET) that can effectively cope with malicious behavior though double detecting the node executing the malicious behavior by the collaboration between individual node and the neighbor, and also managing the individual nodes in accordance with the trust level obtained. The simulation test results show that MBC can find the malicious nodes more accurately and promptly that leads to the more effectively secure routing than the existing method.

Relative Settlement Analysis of Soft Ground (연약지반의 상대적 침하 거동 분석)

  • Young-Jun Kwack;Heui-Soo Han
    • The Journal of Engineering Geology
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    • v.33 no.2
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    • pp.229-240
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    • 2023
  • Instruments are installed in soft ground improvement projects to manage economic and safe construction. When analyzing data, the amount of settlement data over time can be used to understand the overall ground settlement behavior, but it is difficult to analyze the interrelatedness between measurement points. Therefore, to analyze the relative compressive settlement behavior between measurement points, the settlement amount and velocity were processed and defined as the mean settlement difference index (ASi,j) and the slope difference index (SDIi,j). Plotted in the mean settlement difference index - slope difference index (ASi,j-SDIi,j) coordinate system. As a result of the analysis of the relative compaction subsidence behavior between the measuring points, the relationship between the measuring points in the average subsidence difference index - slope difference index coordinate system moved to area 1 as the compaction was completed. By continuously plotting the movement path of the observation point in the corresponding coordinate system, the relative settlement behavior between the measurement points was analyzed, and it was possible to check whether the settlement behavior of the two measurement points was stable or unstable depending on the direction of the path.

Differences in Safety Leadership, Safety Climate, Safety Motivation, and Safety Behavior Based on Participation in the Certification System for Exemplary Laboratories in Safety Management (안전관리 우수연구실 인증제 참여 여부에 따른 안전리더십, 안전분위기, 안전동기, 안전행동 차이 분석)

  • Gyeongyun Kim;Jeong-Hun Won
    • Journal of the Korean Society of Safety
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    • v.38 no.5
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    • pp.58-64
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    • 2023
  • This study aims to analyze the differences between the safety leadership of the laboratory director, safety climate, safety motivation, and safety behavior of research workers based on whether they have participated in the certification system for exemplary laboratories in safety management (CSEL). An online survey was conducted among research workers to analyze the effect of the CSEL. The independent variables used in the survey were participation and non-participation in the CSEL, while the dependent variables were the safety leadership of the laboratory director, safety climate, safety motivation, and safety behavior of research workers. The results demonstrate that the group that participated in the CSEL had statistically significantly higher levels of safety leadership, safety climate, safety motivation, and safety behavior than the one that did not do so. Therefore, it can be concluded that the CSEL has a positive impact on the establishment of an autonomous safety management system in a laboratory by improving the safety culture and safety behavior of research workers. Further, the extrinsic factors, which are subfactors for safety motivation, did not reflect a significant difference between the group that participated in the CSEL and the one that did not. Thus, a reward system for research workers with excellent safety activities should be operated by research institutes since it is necessary to strengthen the intrinsic safety motivation of individual research workers which can be strengthened by compensation. The government should consider measures such as providing research incentives to researchers participated in CSEL.

Structural Optimization of Cantilever Beam in Conjunction with Dynamic Analysis

  • Zai, Behzad Ahmed;Ahmad, Furqan;Lee, Chang-Yeol;Kim, Tae-Ok;Park, Myung-Kyun
    • Journal of the Korean Institute of Gas
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    • v.15 no.5
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    • pp.31-36
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    • 2011
  • In this paper, an analytical model of a cantilever beam having a midpoint load is considered for structural optimization and design. This involves creation of the geometry through a parametric study of all design variables. For this purpose, the optimization of the cantilever beam was elaborated in order to find the optimum geometry which minimizes its volume eventually for minimum weight by FEM (finite element method) analysis. Such geometry can be obtained by different combinations of width and height, so that the beam may have the same cross-sectional area, yet different dynamic behavior. So for optimum safe design, besides minimum volume it should have minimum vibration as well. In order to predict vibration, different dynamic analyses were performed simultaneously to identify the resonant frequencies and mode shapes belonging to the lowest three modes of vibration. Next, by introducing damping effects, the tip displacement and bending stress at the fixed end was evaluated under dynamic loads of varying frequency. Investigation of the results clearly shows that only structural analysis is not enough to predict the optimum values of dimension for safe design it must be aided by dynamic analysis as well.

A Case Study on the Engine Body Vibration Characteristics of Generator Set consists of Engine-resilient-mounted, Generator-rigid-mounted and Flexible-coupling (탄성지지된 엔진, 고정지지된 발전기 및 탄성 커플링으로 구성된 발전기 세트의 엔진 본체 진동 특성에 관한 사례 연구)

  • Kim, Hyojung;Kim, Sanghwan;Lee, Donchool
    • Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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    • 2014.04a
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    • pp.443-446
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    • 2014
  • Recently the demand for natural gas as clean and safe energy due to concerns about global warming and interests in green ship is increasing. The dual fuel(DF) engine, one of environmentally friendly engines, is preferred for general merchant ships and power plants as well as LNG carriers. This is for the reasons of having higher efficiency and lower nitrogen and sulfur oxides emissions by operating on LNG fuel with a small amount of light fuel oil. In this study, the engine body vibration characteristics of 12V50DF in a generator set with engine-resilient-mounted, generator-rigid-mounted and flexible-coupling configuration are investigated through theoretical analysis and comprehensive vibration measurement. This analysis showed the dynamic behavior of engine excitation forces and seismic waves. And the suitable countermeasures for reducing vibration and safe operation are proposed.

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A Geometric Design Method Based on the Running Speed Distribution (주행속도 분포 특성을 이용한 설계기준 적용 방안)

  • Jeong, Jun-Hwa;Park, Chang-Ho
    • Journal of Korean Society of Transportation
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    • v.23 no.5 s.83
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    • pp.113-120
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    • 2005
  • Highway geometric design aims to provide drivers with safe and efficient road conditions. Highway design method of Korea doesn't consider demand characteristics of drivers, vehicles etc. Therefore there is a gap between designer's expectation and user's behavior and it hinders to make safer roads. It is required to develop the geometric design criteria and design method based on driving characteristics to provide safe and flexible design. This study suggested a geometric design method of horizontal curves on rural 4-lane highways based on speed distribution.

접합요소를 이용한 복합기초지반의 변형해석

  • Park, Byeong-Gi;Jeong, Jin-Seop;Lee, Mun-Su
    • Proceedings of the Korean Geotechical Society Conference
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    • 1987.06a
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    • pp.51-80
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    • 1987
  • In this studys a numerical analysis on the defomation of foundation layer was carried out by indroducing joint element. The method using the joust element between adj assent different materials has been originally developed for rock behavior(Goodman, et al. 1968) . The application of this method to the interface between the footing and soil layer proved satisfactory(Ghaboussi p et at. 1973). Authors tried to obtain the deformation of rrcompound foundation layerg", which vertically or horizontally or both consists of the natural(or intact) soft clay layer and the layer improved artificially in order to get high stiff-fness with replacement or chemical treatment to reduce the excessively detrimental settlemellt or lateral displacement in case of banking or building the civil structure on the soft layer. The joint conditions were classified into three categories : contacts sliding and separation. By coupling "JOINT" as a subroutine into multi-purpose code for the finite element method of the foundatlion daveloped by authors on the assumption that shearing and normal displacement can not be coupledl which terms pinon-dilatant" and by selecting modified Cam-clay modeIP the deformation analysis was performmed. The results using joint element were compared with those secured without introduction of joint element Nain results analized are as follows : 1. For the prediction of settlement and lateral desplacement, the result due to joint element was evaluated larger, which was regarded safe. 2. For the determination of ultimate bearing capacetyi the value using joint element appeared smaller by 20%, which was also safe.

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