• Title/Summary/Keyword: 환경스트레스 평가

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Derating Design for Improving System Reliability by Using a Probabilistic Approach (시스템 신뢰성 향상을 위한 확률적 부하경감설계)

  • Son, Young-Kap
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.34 no.6
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    • pp.743-749
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    • 2010
  • This paper proposes a derating design method for improving system reliability by using a probabilistic approach. In the proposed design, the focus is upon system levels in determining derated levels of stresses such as temperature and current, unlike recent design approaches that focus on component levels. System reliability is evaluated using component reliability metrics that are given as functions of time and unknown stresses; this evaluation is based on a series system-reliability model. The variation in stress, which was not considered in previous derating designs, is introduced in the present design to account for the uncertainty in both environmental and operating conditions at the customer' hands. Optimization problems for system reliability improvement are formulated and solved using FORM to determine the best derating design. An example of a derating design for an electrical system shows the details of the proposed method and its applicability to systems design for reliability improvement.

Development and Effectiveness Verification of Inner Family System(IFS) Program to Reduce Job Stress of Telephone Counselor (전화상담자의 직무스트레스 감소를 위한 내면가족체계(IFS) 프로그램 개발 및 효과 검증)

  • Lee, Jung-mi
    • Industry Promotion Research
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    • v.7 no.3
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    • pp.131-137
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    • 2022
  • This study is to develop a program based on IFS theory to reduce job stress and psychological exhaustion experienced by telephone counselors in the counseling field, and to verify the effectiveness. After selecting 9 people in advance and conducting a demand survey, detailed program activities, content organization, and validity were reviewed. And preliminary research was conducted with experts, and the final program was composed of evaluation, correction, and supplementation. To verify the effectiveness of the program, 10 people from the experimental group and 10 people from the control group were selected for voluntarily participating telephone counselors. As a result of the study, first, the overall job stress and its sub-factors, 'overwork', 'difficult clients', and 'social expectations of counselors' scores decreased statistically significantly. Second, 'physical fatigue', 'non-cooperative work environment', 'decreased client value', and 'deterioration of privacy', which are sub-factors of psychological exhaustion, significantly decreased. Third, the IFS score decreased significantly according to the IFS application program.

Characteristics in HRV(heart rate variability), GSR(galvanic skin response) and skin temperature for stress estimate (스트레스 평가를 위한 심박 변이도, 전기피부반응 및 피부온도 특성)

  • Cho, Young Chang;Kim, Min Soo
    • Journal of Korea Society of Industrial Information Systems
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    • v.20 no.3
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    • pp.11-18
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    • 2015
  • Stress is one of the major causes threatening the mental and physical health of human today. In this paper, we analyzed the heart rate variability(HRV), galvanic skin response(GSR), and skin temperature data measured from the university subjects before and after the class to examine the influence on bio-signal in stress environment. Thirty subjects from university students (aged between 21 and 27 years; mean=22.31, STD=1.45) took part in this study. From the experiment results, RMSSD(p=0.033), LF peak(p=0.003), VLF(p=0.045) were statistically significant from those of the control group(p<0.05) of HRV both in time and frequency domain. We observed that mean skin conductivity after the class(mean=5.993(uS), SD=3.406) is higher than that before the class(mean=3.039(uS), SD=2.628) by 97.2% on average and the skin temperature after the class($34.835{\pm}0.305$) is slightly higher than that before the class($34.471{\pm}0.281$) by 1.055% on average. The results in this research could be used to examine the autonomic response in clinical stress related research.

A Study on Life Changes of Oral Lichen Planus Patients by SRRS (SRRS를 이용한 구강 편평태선 환자의 생활변화에 관한 연구)

  • Ko, Myung-Yun;Park, Su-Hyeon;Ok, Su-Min;Huh, Joon-Young;Ahn, Yong-Woo;Jeong, Sung-Hee
    • Journal of Oral Medicine and Pain
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    • v.37 no.1
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    • pp.9-17
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    • 2012
  • Lichen planus is a chronic inflammatory mucocutaneous disease that affects multiple sites of the body. Often it involves the oral mucosa, but also involve other sites such as skin, genitals, scalp and nails. There is no clear cause of oral lichen planus (OLP), current data suggest that OLP is a T-cell mediated autoimmune disorder which may have an altered self-peptide triggering apoptosis of oral epithelial cells. Usually OLP appears in middle-aged women which tends to be chronic with periods of exacerbation and remission. There are many theories those causes the OLP such as psychological and environmental factors, genetic tendency, drugs and more. 60-70% of lichen planus is accompanied by oral lesions, and more than half of its cases are not able to defined by their skin. In this study, among all the possibility(possible) theories, we tried to evaluate the influence of emotional stress in exacerbating OLP. There were thirty patients with a clinical or histological diagnosis of OLP and other thirty subjects who did not show any signs of systemic disorders include OLP. They were evaluated by using modified Holmes and Rahe's Social Readjustment Rating Scale (SRRS). As a result, a significantly higher level of stress was found in the OLP patients than the control group. Therefore it could be concluded that psychological stressors play an important role in the exacerbating OLP.

Evaluation of Proper Level of the Longitudinal Prestress for the Precast Deck of Railway Bridges Considering the Temperature Change (철도교용 프리케스트 바닥판의 온도변화를 고려한 적정한 종방향 프리스트레스 수준의 산정)

  • Jeon, Se Jin;Kim, Young Jin;Kim, Seong Woon;Kim, Cheol Young
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.26 no.3D
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    • pp.499-509
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    • 2006
  • Precast concrete deck has many advantages comparing with the in-situ concrete deck, and has been successfully applied to replacement of the deteriorated decks and to the newly constructed highway bridges in domestic region. In order to apply the precast decks into the railway bridges, however, differences of the load characteristics between the highway and the railway should be properly taken into account including the train load, longitudinal force of the continuous welded rail, acceleration or braking force, temperature change and shrinkage. Proper level of the longitudinal prestress of the tendons that can ensure integrity of the transverse joints in the deck system is of a primary importance. To this aim, the longitudinal tensile stresses induced by the design loads are derived using three-dimensional finite element analyses for the frequently adopted PSC composite girder railway bridge. The effect of the temperature change is also investigated considering the design codes and theoretical equations in an in-depth manner. The estimated proper prestress level to counteract those tensile stresses is above 2.4 MPa, which is similar to the case of the highway bridges.

Load-Carrying Capacity Evaluation of the Composite Beam Strengthened by Multi-Stepwise Thermal Prestressing Method Using Cover-Plate (커버플레이트를 이용한 다단계 온도프리스트레싱으로 보강된 합성보의 하중-저항성능 분석)

  • Ahn, Jin-Hee;Jung, Chi-young;Choi, Kyu-Tae;Kim, Sang-Hyo
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.13 no.4 s.56
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    • pp.159-169
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    • 2009
  • In this study, static loading tests and numerical analyses of the composite beam strengthened by multi-stepwise thermal prestressing method were carried out to evaluate the prestressing effect of the thermal prestressing prestress and the sectional effect of the installed cover-plate on the increase in the load-carrying capacity of composit beam. From this study, the strengthening method using multi-stepwise thermal prestressing method (TPSM) can be applied to reduce the deflection of the composite beam as well as to strengthening the composite beam by inducing the prestress in case of the occurrence in the large deflection by the insufficiency of the section properties of the composite beam. because of the expectation of the increase in the yield load and the sectional properties of the composite beam.

Design of accelerated life test on temperature stress of piezoelectric sensor for monitoring high-level nuclear waste repository (고준위방사성폐기물 처분장 모니터링용 피에조센서의 온도 스트레스에 관한 가속수명시험 설계)

  • Hwang, Hyun-Joong;Park, Changhee;Hong, Chang-Ho;Kim, Jin-Seop;Cho, Gye-Chun
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.24 no.6
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    • pp.451-464
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    • 2022
  • The high-level nuclear waste repository is a deep geological disposal system exposed to complex environmental conditions such as high temperature, radiation, and ground-water due to handling spent nuclear fuel. Continuous exposure can lead to cracking and deterioration of the structure over time. On the other hand, the high-level nuclear waste repository requires an ultra-long life expectancy. Thus long-term structural health monitoring is essential. Various sensors such as an accelerometer, earth pressure gauge, and displacement meter can be used to monitor the health of a structure, and a piezoelectric sensor is generally used. Therefore, it is necessary to develop a highly durable sensor based on the durability assessment of the piezoelectric sensor. This study designed an accelerated life test for durability assessment and life prediction of the piezoelectric sensor. Based on the literature review, the number of accelerated stress levels for a single stress factor, and the number of samples for each level were selected. The failure mode and mechanism of the piezoelectric sensor that can occur in the environmental conditions of the high-level waste repository were analyzed. In addition, two methods were proposed to investigate the maximum harsh condition for the temperature stress factor. The reliable operating limit of the piezoelectric sensor was derived, and a reasonable accelerated stress level was set for the accelerated life test. The suggested methods contain economical and practical ideas and can be widely used in designing accelerated life tests of piezoelectric sensors.

Assessing the impact of human activities on nitrogen and phosphorus emissions and stream water quality in Nakdong River basin (인간활동이 낙동강 유역의 질소, 인의 부하량과 하천 수질에 미치는 영향 평가)

  • Woo, Soyoung;Kim, Wonjin;Kim, Yongwon;Lee, Yonggwan;Kim, Seongjoon
    • Proceedings of the Korea Water Resources Association Conference
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    • 2022.05a
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    • pp.49-49
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    • 2022
  • 인구 증가, 도시화, 산업 발달, 교통량 증가 등의 다양한 인간활동은 기후변화와 더불어 자연의 고유한 환경을 변화시킴으로써, 기존에 평형을 유지하던 생태계를 교란시킨다. 인간활동으로 인해 물 이용량과 배출되는 오염물질이 증가하여 물 스트레스 수준은 높아지고, 수질오염은 더욱 심각해지고 있다. 우리나라는 1980년대부터 산업화, 도시화가 빠르게 진행되어 유역 환경을 변화시키며 하천 생태계가 악화되고 있다. 특히 낙동강 유역은 조류 발생과 그로 인한 심각한 부영양화 문제가 대두되는 유역으로, 유역에서 발생하고 하천으로 유입되는 질소와 인의 부하량의 관리가 필요하다. 따라서 본 연구에서는 하천 생태계에 영향을 미치는 다양한 인간활동 중 농업, 축산과 같은 비점오염원, 하수종말처리장 등의 점오염원 그리고 대기 질소 침착으로 인한 낙동강 유역에서 발생하는 질소, 인의 부하량을 산정하였다. 그리고 하천 수질관측망 자료를 이용하여, 유역의 질소, 인 부하량 중 하천으로 유입되는 질소와 인의 부하량의 비율을 산정하여 각 오염원이 하천 수질에 미치는 영향을 정량적으로 분석하고자 한다. 낙동강 유역의 7개의 주요 수계 내성천, 위천, 감천, 금호강, 남강, 황강, 밀양강을 대상으로 인구수, 토지이용 변화 등의 유역특성을 고려하여, 수계별 과거 1980년에서 현재까지의 부하량 트렌드를 분석하고, 주요 오염원을 추적하고자 한다.

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Risk Assessment and Intervention of Ergonomic Risk Factor in Beekeeping (치과위생사의 직무스트레스 그리고 작업자세와 상지의 증상여부 및 기능과의 관련성)

  • Kwon, Yu-jin;Kang, Yong Ju;Seo, Sung-Hyo;Kim, Bokyoung;Park, Ki-Soo
    • Journal of agricultural medicine and community health
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    • v.44 no.4
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    • pp.209-219
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    • 2019
  • Objectives: This study investigated musculoskeletal symptoms in upper limbs according to the working environment (job stress) of dental hygienists and examine their relationship with upper limb functions. Methods: The subjects include 198 dental hygienists in dental hospitals and dental clinics in Pusan and Gyeongnam. The questionnaire was consisted of general characteristics of the subjects, job stress, musculoskeletal symptoms in upper limbs and function (Disability Measurement Tool for Upper Extremity Disorders-11, DASH-11). Results: The study was analyzed their musculoskeletal symptoms in upper limbs according to their general characteristics and found that the symptoms occurred in the neck (39.4%), the shoulders (54.6%), elbows (14.7%), and the hands (50.0%). Job stress was associated with upper limb functions (DASH-11) (model 3, B=5.210, p=0.012) and repeated elbow bending and spreading posture was associated with DASH-11 (model 3, B=6.561, p=0.029). Elbow symptoms were associated with DASH-11 in the upper limbs (B=10.679, p=0.003). Conclusion: Dental hygienists are experiencing limitations of upper limb function due to job stress. In particular, even if the correction of their uncomfortable posture is significantly related to the job stress and upper limb function, in order to improve the upper limb function of the dental hygienist, efforts to reduce the job stress as well as the uncomfortable posture are necessary.

Experimental Evaluation of Bi-directionally Unbonded Prestressed Concrete Panel Blast Resistance Behavior under Blast Loading Scenario (폭발하중 시나리오에 따른 2방향 비부착 프리스트레스트 콘크리트 패널부재의 폭발저항성능에 대한 실험적 거동 평가)

  • Choi, Ji-Hun;Choi, Seung-Jai;Cho, Chul-Min;Kim, Tae-Kyun;Kim, Jang-Ho Jay
    • Journal of the Korea Concrete Institute
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    • v.28 no.6
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    • pp.673-683
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    • 2016
  • In recent years, frequent terror or military attack by explosion, impact, fire accidents have occurred. Particularly, World Trade Center collapse and US Department of Defense Pentagon attack on Sept. 11 of 2001. Also, nuclear power plant incident on Mar. 11 of 2011. These attacks and incidents were raised public concerns and anxiety of potential terrorist attacks on major infrastructures and structures. Therefore, the extreme loading researches were performed of prestressed concrete (PSC) member, which widely used for nuclear containment vessel and gas tank. In this paper, to evaluate the blast resistance capacity and its protective performance of bi-directional unbonded prestressed concrete member, blast tests were carried out on $1,400{\times}1,000{\times}300mm$ for reinforced concrete (RC), prestressed concrete without rebar (PSC), prestressed concrete with rebar (PSRC) specimens. The applied blast load was generated by the detonation of 55 lbs ANFO explosive charge at 1.0 m standoff distance. The data acquisitions not only included blast waves of incident pressure, reflected pressure, and impulse, but also included displacement, acceleration, and strains at steel, concrete, PS tendon. The results can be used as basic research references for related research areas, which include protective design and blast simulation under blast loading.