• 제목/요약/키워드: Stress reduction method

검색결과 557건 처리시간 0.031초

바이오휘드백을 통한 자기조절 훈련이 스트레스반응과 면역기능에 미치는 효과에 관한 연구 (A Study on the Effect of Self-Management and Relaxation Training through Biofeedback on Influencing the Stress Response and Immune Functions)

  • 이소우;김금순;박성회
    • 대한간호학회지
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    • 제29권4호
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    • pp.855-869
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    • 1999
  • The purpose of this study was to test the effectiveness of self-management relaxation training through biofeedback and progressive muscle relaxation methods. The effectiveness of the experimental methods was tested by measuring the degree of symptoms of stress (SOS), the McNair's profile of Mood States (POMS), the levels of ephinephrine, norepinephrine, pulse rate, blood pressure and natural killer cells. The subjects of this study were sixty six nursing students divided into four groups : two groups were the biofeedback and progressive muscle relaxation groups, the other two groups served as control groups. One was a group of sophomores with no experience at all, the other a junior group without self -management or relaxation training. This study was conducted for eight weeks of clinical practice from April, 26th 1998 to June, 20th 1998. Biofeedback training was done with software developed by J&J company (1-410 form for abdominal respiration training). Progressive muscle relaxation training was done with u audiotape recorded according to Jacobson's Theory. The data were analyzed with frequencies, means, and analysis of covariance using the SPSS program and the significance level of statistics was 5%. The results of the study are : 1) The importance of clinical practice stress reduction is shown in that the level of symptoms of stress in the experimental groups in clinical practice was higher than in the group receiving only a lecture. 2) The relaxation training methods of biofeedback and progressive muscle relaxation were effective in reducing the symptoms of stress under the clinical practice stress conditions. 3) The effectiveness of the biofeedback training relaxation method to reduce symptoms of stress was higher than that of progressive muscle relaxation. 4) The relaxation training methods of biofeedback and progressive muscle relaxation were effective in reducing stressful mood states. 5) The relaxation training methods of biofeedback and progressive muscle relaxation were not effective in reducing epinephrine and norepinephrine levels. 6) The relaxation training methods of biofeedback and progressive muscle relaxation were effective in increaing the number of natural killer cells. 7) The relaxation training methods of biofeedback and progressive muscle relaxation were effective in decreasing high systolic and diastolic values of blood pressure and high pulse rates. In summary, the relaxation methods of biofeedback and progressive muscle relaxation in reducing clinical practice stress were effective in lowering the level of symptoms of stress and the profile of stressful mood states. They were also effective in lowering high blood pressure and pulse rates. The relaxation methods were effective in increasing the number of natural killer cells as part of the immune function. However, relaxation methods were not effective in reducing the catecholamine level. The biofeedback training method for reduction of symptoms of stress was more effective than the progressive muscle relaxation method.

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경사기능재료 판의 최적설계 (Optimal Design of Functionally Graded Plates)

  • 나경수;김지환
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2006년도 춘계학술대회논문집
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    • pp.1061-1064
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    • 2006
  • Optimal design of functionally graded plates is investigated considering stress and critical temperature. Material properties are assumed to be temperature dependent and varied continuously in the thickness direction. The effective material properties are obtained by applying linear rule of mixtures. The 3-D finite element model is adopted using an 18-node solid element to analyze more accurately the variation of material properties and temperature field in the thickness direction. For stress analysis, the tensile stress ratio and compressive stress ratio of the structure under mechanical load are investigated. In the thermo-mechanical buckling analysis, temperature at each node is obtained by solving the steady-state heat transfer problem and Newton-Raphson method is used for material nonlinear analysis. Finally, the optimal design of FGM plates is studied for stress reduction and improving thermo-mechanical buckling behavior, simultaneously.

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사용후핵연료 시험시설에서 전기 금속 전환반응기의 내열 방안 분석 (Analysis on the heat-resisting method of the electrolytic metal reduction reactor in the test facility for the spent fuel waste)

  • 김영환;윤지섭;정재후;홍동희;박기용;진재현
    • 한국정밀공학회:학술대회논문집
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    • 한국정밀공학회 2003년도 춘계학술대회 논문집
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    • pp.776-779
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    • 2003
  • To reduce the storage space of spent fuel used at the atomic power plants in the over the world, the uranium elements contained in the spent fuel is being extracted and effectively stored. For this, the spent fuel are oxidized and deoxidized. In this study, it is produced the heat-resisting methods about the spent fuel management technology research and test facility for the spent fuel waste for spent fuel minimized. The first considered processes in the facility are the electrolytic metal reduction reactor process. Since the electrolytic metal reduction reactor is operated at the high temperature range, we have to consider the heat-resisting methods for the devices. For the heat-resisting methods, we have searched and analyzed technical reference for the heat-resisting methods. We have calculated thermal stress and strain of each devices by the commercial analysis software, ANSYS. D.S. It is experimented for inspecting confidence rate of analysis results. By using the results, we have analyzed the problems of parts and determined the heat-resisting material, commercial parts, and the size of parts and O-ring. Based on these results, it is produced the heat-resisting methods of magnesia filter, cathode, and reactor for the electrolytic metal reduction reactor.

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암반응력의 분포특성을 고려한 터널거동 분석에 관한 연구 (A study on analysis of tunnel behaviors considering the characteristics of in-situ stress distribution in rock mass)

  • 박도현;김영근
    • 한국터널지하공간학회 논문집
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    • 제9권3호
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    • pp.275-286
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    • 2007
  • 지하암반에서 지하구조물을 구축하는 경우, 지하구조물의 안정성 확보를 위한 굴착, 지보 및 대책공법은 현지 암반응력의 크기 및 방향에 큰 영향을 받게 된다. 따라서 터널과 같은 지하구조물의 설계와 안정성 해석에 있어서 현지 암반응력의 분포특성을 고려하는 것은 대단히 중요한 문제라고 할 수 있다. 본 연구에서는 암반응력을 고려한 터널설계 사례를 통하여 합리적이고, 안정적인 지하구조물 설계 방안에 대하여 고찰하고자 하였다 이를 위하여 Q-System에 의한 암반분류시 입력변수인 응력저감계수(SRF) 평가과정 및 표준지보패턴 설계 사례에 대하여 검토하였다. 또한 터널안정성 해석시 측압계수 크기 및 주응력 방향을 변수로 한 수치해석을 수행하여 터널 안정성 해석시 개선사항에 대하여 제안하였다.

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입력전류와 커패시터 전압의 맥동저감을 위한 개선된 LCCT Z-소스 DC-AC 인버터 (Improved LCCT Z-Source DC-AC Inverter for Ripple Reduction of Input Current and Capacitor Voltage)

  • 신연수;정영국;임영철
    • 전기학회논문지
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    • 제61권10호
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    • pp.1432-1441
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    • 2012
  • In this study, an improved LCCT(Inductor-Capacitor-Capacitor-Trans) Z-source inverter(Improved LCCT ZSI) with characteristics of Quasi Z-source inverter(QZSI) and LCCT Z-source inverter(LCCT ZSI) is proposed. The proposed inverter can also reduce the voltage stress and input current/capacitor voltage ripples compared with conventional LCCT ZSI and Quasi ZSI. A two winding trans in Z-impedance network of the conventional LCCT ZSI is replaced by a three winding trans in the proposed inverter. To verify the validity of the proposed inverter, a DSP controlled hardware was made and PSIM simulation was executed for each method. Comparing the current and voltage ripples of each method under the condition of input DC voltage 70[V] and output AC voltage 76[Vrms], the input current and capacitor voltage ripple factors of the proposed inverter were low as 11[%] and 1.4[%] respectively. And, for generation of the same output AC voltage of each method, voltage stress of the proposed inverter was low as 175[V] under the condition of duty ratio D=0.15. As mentioned above, we could know that the proposed inverter have the characteristics of low voltage stress, low ripple factor and low operation duty ratio compared with the conventional methods. Finally, the efficiency according to load change/duty ratio and the transient state characteristics were discussed.

증상을 동반한 비골하 부 골에 대한 임상적 방사선학적 분석과 해부학적 정복술 및 골 이식술 후 결과 (Clinical and Radiological Analysis and Results after Anatomical Reduction and Bone Graft for Symptomatic Os Subfibulare)

  • 황필성;김도영;박용욱;이상수;서동현;김형년
    • 대한족부족관절학회지
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    • 제9권2호
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    • pp.162-166
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    • 2005
  • Purpose: To analyze the clinical and radiological feature of Os subfibulare and to evaluate the results after anatomical reduction and internal fixation with bone graft for Os subfibulare. Materials and Methods: Forty-two cases, which underwent anatomic reduction and bone graft for Os subfibulare from October 1998 to September 2004 were reviewed. We analysed preopertive symptoms and onset of symptoms and radiologically measured the size and amounts of displacement of Os subfibulare under the inversion stress. Postoperatively we evaluated the clinical results measured by Hasegawa method and evidence of union. Results: Preoperatively there were only pain around the lateral malleolus in 16 cases, only instability of ankle joint in 3 cases, and pain and instability in 23 cases. The age of symptom onset averaged 23 years(range, 13-38 years). Radiographically Os sufibulare anteriorly located from lateral malleolus were in 40 cases, posteriorly situated in 2 cases. The size of Os subfibulare ranged from $1{\times}4\;mm$ to $8{\times}17\;mm$. In 22 cases of inversion stress view, displacement of the Os sbufibulare averaged $1.5{\pm}1.1\;mm$ (0 to 5 mm). The postoperative clinical results were excellent in 41 cases, poor in 1 case. There were complications of 1 case of irritation of sural nerve, 1 case of nonunion. Conclusion: Anatomic reduction and bone graft is effective treatment method for symptomatic Os subfibulare.

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p-수렴 부분층별모델에 의한 일변균열판의 패치재료 및 기하형상에 따른 응력확대계수 (Stress Intensity Factor of Single Edge Cracked Plates Considering Materials and Geometry of Patch by p-Convergent Partial Layerwise Model)

  • 안현지;안재석;우광성
    • 한국전산구조공학회논문집
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    • 제23권2호
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    • pp.191-198
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    • 2010
  • 이 연구에서는 접착패치보강의 서로 다른 형태 즉, 패치와 접착제의 재료, 크기, 두께 뿐만 아니라 일면보강 또는 양면보강에 따른 일변균열판의 응력감소에 대한 연구가 수행되었다. 수치해석 도구로는 p-수렴 부분층별 모델이 사용되었다. 이 모델의 면내 변위는 구간별 연속인 선형변화로 가정하였고, 두께방향으로의 면외 변위는 일정한 상수로 가정하여 적용하였다. 변위장의 정의는 적분형 르장드르 다항식을 적용하였고, 수치적분은 별도의 외삽법 없이 각 층별의 절점에서 발생하는 적분값을 바로 얻을 수 있는 가우스-로바토 적분법을 사용 하였다. 또, 에너지 방출률법을 사용하여 응력확대계수를 산출하였다. 수치예제를 통해 제안된 모델의 정확도는 물론이고 접착패치 보강형태에 따라 변화되는 무차원 응력확대계수와 처짐의 항으로 응력감소 효과를 분석하였다.

NATM 터널의 대심도 풍화대층에서의 지반거동 및 보강방법 (Ground Behavior and Reinforcing Methods of NATM Tunnel through Deep Weathered Zone)

  • 성화돈;안정환;천병식
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2007년도 춘계학술대회 논문집
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    • pp.1782-1788
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    • 2007
  • This study analyzed ground settlement and ground stress depending on tunnel excavation and the ground reinforcing grouting methods for double line road tunnel through deep weathered zone. Diameter of double line road tunnel was approximately 12m and umbrella arch method and side wall reinforcing grouting were applied. The ring-cut split excavation method and CD-cut excavation method for excavation method were applied. Analysis of failure rate and vertical stress ratio show that the tunnel for which the height of the cover(H) was higher than four times the diameter, it can be considered a deep tunnel. Comparisons of various excavation and ground reinforcement methods were showed that CD-cut method results in lower surface and crown settlement, and lower failure rate than where using Ring-cut split method. In addition the side wall reinforcing grouting resulted in reduction of tunnel displacement and settlement.

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중소기업 근로자들의 직무스트레스 요인과 해소방법에 관한 고찰 (A Study on the Elements of Occupational Stress and the Methods to Reduce among Small and Medium sized Company Workers)

  • 이백현;정수일
    • 산업경영시스템학회지
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    • 제31권1호
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    • pp.32-40
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    • 2008
  • According to the statistic of industrial disaster in 2006 presented by the Ministry of Labor, there were 10,235 people with occupational diseases adding 2,740 more people (36.6%) compared to the previous year. Concerning the occupational diseases, 1,607 people had brain-cardiovascular diseases comprising more than 15% of all occupational diseases, and excessive workload and occupational stress seemed to play important parts. According to Korean Society of Occupational Stress, among 7,000 workers at 254 businesses in Korea, 73% of them were reported to be exposed to potential occupational stress and 22% of them were reported to be under severe stress. The increase of occupational stress among workers comes from excessive competition caused by business restructuring, promotion competition, annual salary system and so forth. Occupational stress threatens the heath and even the life of workers and lowers business competitiveness. Using the Korean occupational stress reduction model to the workers at small and medium businesses in Incheon area, therefore, the project intends to measure the level of stress among office workers and examine its relatedness to the VTD subjective symptoms. In addition, the project intends to present some methods to reduce occupational stress and increase business efficiency at work by studying and analyzing the various elements that workers use to reduce their occupational stress.

용접구조물의 피로설계를 위한 유한요소 해석 및 통합 피로선도 초안 개발 (Finite Element Analysis and Development of Interim Consolidated 5-N Curve for Fatigue Design of Welded Structure)

  • 김종성;진태은;홍정균
    • 대한기계학회논문집A
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    • 제27권5호
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    • pp.724-733
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    • 2003
  • Fatigue design rules for welds in the ASME Boiler and Pressure Vessels Code are based on the use of Fatigue Strength Reduction Factors(FSRF) against a code specified fatigue design curve generated from smooth base metal specimens without the presence of welds. Similarly, stress intensification factors that are used in the ASME B3l.1 Piping Code are based on component S-N curves with a reference fatigue strength based on straight pipe girth welds. But the determination of either the FSRF or stress intensification factor requires extensive fatigue testing to take into account the stress concentration effects associated with various types of component geometry, weld configuration and loading conditions. As the fatigue behavior of welded joints is being better understood, it has been generally accepted that the difference in fatigue lives from one type of weld to another is dominated by the difference in stress concentration. However, general finite element procedures are currently not available for effective determination of such stress concentration effects. In this paper, a mesh-insensitive structural stress method is used to re-evaluate the S-N test data, and then more effective method is proposed for pressure vessel and piping fatigue design.