• 제목/요약/키워드: Low normal stress

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계류 유산 후 한방치료 위해 내원한 환자의 Heart Rate Variability(HRV) 특성 연구 (A Study on HRV (Heart Rate Variability) Characteristics of Women Visited to Herbal Treatment after Missed Abortion)

  • 유은실;김민영;황덕상;이진무;장준복;이경섭;이창훈
    • 대한한방부인과학회지
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    • 제28권3호
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    • pp.30-39
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    • 2015
  • Objectives This study aims to analyze Heart Rate Variability (HRV) in women after missed abortion compared with healthy women Methods We studied 35 women who visited Kang-Nam Kyung-Hee Korean Hospital after missed abortion from 01 January 2012 to 28 February 2015 (missed abortion group) and 35 normal women visiting medical examination center from 1 January 2014 to 31 December 2014 (Normal Group). We measured HRV of each women and investigated the difference of HRV between two groups. Results The standard deviation of NN intervals (SDNN) in Missed abortion group is lower than normal group. The square root of the mean square difference of successive NNs (RMSSD) in Missed abortion group is lower than normal group. However there was no significant difference. Total Power (TP) and Low frequency power (LF) is significantly lower in Missed abortion group compared with normal group. High frequency power (HF), Very low frequency power (VLF) and LF/HF ratio in missed abortion group is lower than normal group. but There was no significant difference. Conclusions Missed abortion group is lower in function of overall autonomic nervous system, especially sympathetic nerve.

Effect of Bone Cement Volume and Stiffness on Occurrences of Adjacent Vertebral Fractures after Vertebroplasty

  • Kim, Jin-Myung;Shin, Dong Ah;Byun, Dong-Hak;Kim, Hyung-Sun;Kim, Sohee;Kim, Hyoung-Ihl
    • Journal of Korean Neurosurgical Society
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    • 제52권5호
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    • pp.435-440
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    • 2012
  • Objective : The purpose of this study is to find the optimal stiffness and volume of bone cement and their biomechanical effects on the adjacent vertebrae to determine a better strategy for conducting vertebroplasty. Methods : A three-dimensional finite-element model of a functional spinal unit was developed using computed tomography scans of a normal motion segment, comprising the T11, T12 and L1 vertebrae. Volumes of bone cement, with appropriate mechanical properties, were inserted into the trabecular core of the T12 vertebra. Parametric studies were done by varying the volume and stiffness of the bone cement. Results : When the bone cement filling volume reached 30% of the volume of a vertebral body, the level of stiffness was restored to that of normal bone, and when higher bone cement exceeded 30% of the volume, the result was stiffness in excess of that of normal bone. When the bone cement volume was varied, local stress in the bony structures (cortical shell, trabecular bone and endplate) of each vertebra monotonically increased. Low-modulus bone cement has the effect of reducing strain in the augmented body, but only in cases of relatively high volumes of bone cement (>50%). Furthermore, varying the stiffness of bone cement has a negligible effect on the stress distribution of vertebral bodies. Conclusion : The volume of cement was considered to be the most important determinant in endplate fracture. Changing the stiffness of bone cement has a negligible effect on the stress distribution of vertebral bodies.

Settlement analysis of pile cap with normal and under-reamed piles

  • Kumar, Madisetti Pavan;Raju, P. Markandeya;Jasmine, G. Vincent;Aditya, Mantini
    • Computers and Concrete
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    • 제25권6호
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    • pp.525-535
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    • 2020
  • The use of pile foundations has become more popular in recent years, as the combined action of the pile cap and the piles can increase the bearing capacity, reduce settlement, and the piles can be arranged so as to reduce differential deflection in the pile cap. Piles are relatively long, slender members that transmit foundation loads through soil strata of low bearing capacity to deeper soil or rock strata having a high bearing capacity. In this study analysis of pile cap with considering different parameters like depth of the pile cap, width and breadth of the pile cap, type of piles and different types of soil which affect the behaviour of pile cap foundation is carried out by using Finite Element Software ANSYS. For understanding the settlement behaviour of pile cap foundation, parametric studies have been carried out in four types of clay by varying pile cap dimensions with two types of piles namely normal and under-reamed piles for different group of piles. Furthermore, the analysis results of settlement and stress values for the pile cap with normal and under-reamed piles are compared. From the study it can be concluded that settlement values of pile cap with under-reamed pile are less than the settlements of pile cap with normal pile. It means that the ultimate load bearing capacity of pile cap with under-reamed piles are greater than the pile cap with normal piles.

한국 근로자의 요통 유병률과 근로환경의 연관성에 관한 연구 (A study on the relations between Low Back Pain and Working Conditions among Korean Employees)

  • 김영선;권오준;김기식;구권호
    • 한국산업보건학회지
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    • 제22권2호
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    • pp.107-118
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    • 2012
  • Objectives: This study examines the occurrence of disease resulting from low back pain and factors of working environment meaningfully influencing the occurrence of lumbago as well as analyzes '2nd Korean Working Condition Survey (KWCS)' conducted in 2010 so as to establish the prevention and improvement measures. Methods: The analysis method is that it is to compare the prevalence rate of low back pain according to working environment via odds ratio and to implement the test about the factors having the difference in working environment between low back pain group and normal group through weighted t-test. Results: As a result, it indicates that there is a meaningful difference for prevalence rate of low back pain according to age, status in employment and education level which are socio-demographical factors. The analysis in working hours shows that the period of work is a factor raising the prevalence rate of low back pain rather than weekly working hours. The analysis in the work risk factor indicates that the increase in prevalence rate of low back pain takes place to either workers with repetitive movement and continuously standing posture or those with heavy stress and emotional labour. Conclusions: Workers with low back pain have suffered from accident, depression, anxiety disorder and sleep. The factors in which the prevalence rate of low back pain decrease are to provide information on health and safety and working speed, and enough rest.

일부 고등학생들의 일상생활특성에 따른 스트레스와 피로자각증상의 평가 (A Study on the Stress and Fatigue Symptoms of High School Students according to the Life Styles)

  • 이주영;송인순;정용준;조영채
    • 한국학교보건학회지
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    • 제16권1호
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    • pp.9-21
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    • 2003
  • The present study was designed to evaluate the factors influential on stress and subjective fatigue symptoms based on school life environments and daily life styles among high school students. The self-administered questionnaires were delivered to 2,381 high school students of both sexes in Taejon Metropolitan city during the period from Mar. 1st to Jun. 30th, 2000. The analysis of study results revealed the following findings: 1. According to the magnitude of stress, the normal subjects were 3.1%, the groups with potential stress were 64.7%, and the groups at high risk for stress were 32.2%. Higher level of stress existed in the female than the male students, and in the third grader than the 1st and 2nd graders. According to the classification of typical constitutional symptoms of fatigue, category III (group with bodily projection of fatigue) was the most frequent and it was followed by category II (group with difficulty in concentration) and category I (group with dullness and sleepiness) in a decreasing order of frequency, which showed that the predominant pattern of fatigue arose from the body parts. 2. With regard to the school life characteristics and stress scores, the higher scores of stress were shown in the groups with the lower grades, with worse friend's relation and with the lower satisfaction with the school life. The scores for the subjective fatigue symptoms were higher in the male, in the low graders, in the better friend's relation, and in the satisfactory group than the respective counterparts. 3. Concerning home life characteristics, the higher scores of stress were associated with the students characterized by the recognized poor economic conditions, lower interests of parents, lack of satisfaction with the home life, the poor subjective health status. On the other hand, the scores for the subjective fatigue symptoms were higher in the student groups with good economic conditions, higher interests of parents, presence of satisfaction with the home life, and good subjective health status. 4. Concerning daily life styles, the higher scores of stress were in the students who had inappropriate sleep hours, skipped breakfasts, daily consumption of intermeal snacks, lack of exercise, daily smoking, normal indices of obesity, and lower indices of health habit. Conversely, the scores of subjective fatigue symptoms were higher in the groups who had daily breakfasts, no intermeal snacks, daily exercise, no smoking than their counterparts. 5. The factors exerting influence upon the stress included the satisfaction with school life, friend's relation, satisfaction with the home life, exercise, school grades, interests of parents, school year, sex, scores of health habit, degree of obesity, economic conditions of home. Those influencing on the degree os stress included stress, intermeal snacks, smoking, friend's relation and satisfaction with the home life.

Histidine (His83) is Essential for Heat Shock Factor 1 (HSF1) Activation in Protecting against Acid pH Stress

  • Lu, Ming;Chang, Ziwei;Park, Jang-Su
    • Bulletin of the Korean Chemical Society
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    • 제34권11호
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    • pp.3405-3409
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    • 2013
  • The activation of heat shock factor 1 (HSF1) can be induced by the changes in environmental pH, but the mechanism of HSF1 activation by acidification is not completely understood. This paper reports that a low pH (pH~6.0) can trigger human HSF1 activation. Considering the involvement of the imidazole group of histidine residues under acid pH stress, an in vitro EMSA experiment, Trp-fluorescence spectroscopy, and protein structural analysis showed that the residue, His83, is the essential for pH-dependent human HSF1-activation. To determine the roles of His83 in the HSF1-mediated stress response affecting the cellular acid resistance, mouse embryo fibroblasts with normal wild-type or mutant mouse HSF1 expression were preconditioned by heating or pH stress. The results suggest that His83 is essential for HSF1 activation or the HSF1-mediated transcription of heat shock proteins, in protecting cells from acid pH stress.

성인여성의 성격유형이 건강통제행동 및 비만스트레스에 미치는 영향 (A Study on the Effect of Adult Female's Personality Type on Health Control Behavior and Obesity Stress)

  • 한인경
    • Journal of Nutrition and Health
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    • 제42권4호
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    • pp.358-365
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    • 2009
  • 본 연구는 성인여성들을 대상으로 성격특성을 알아보고 건강통제행동 및 비만스트레스에 미치는 영향에 대하여 알아보기 위해 인천지역 소재 여성 257명을 대상으로 설문조사를 실시하였는데 그 결과를 요약해 보면 다음과 같다. 첫째, 조사대상자의 BMI (체질량 지수)를 살펴보면 저체중 30명 (11.7%), 정상체중 170명 (66.1%), 과체중 33명 (12.8%), 비만 24명 (9.4%)으로 나타나 대체적으로 정상체중 범위가 많은 것으로 볼 수 있다. 이에 따라 건강 통제행동 및 비만스트레스에 차이가 있는지를 분석한 결과 식생활관련 통제행동, 비만스트레스에 대해 통계적으로 유의미한 차이가 나타났으며 (p <.05), 저체중이나 정상체중에 비해 과체중이나 비만의 경우 식생활관련 통제행동이 강한 것으로 볼 수 있으며, 이에 따른 비만스트레스도 높게 나타나는 경향을 보였다. 둘째, 성인여성의 성격유형 (친화성, 성실성, 외향성, 신경증, 개방성)이 건강통제행동에 미치는 영향을 검증한 결과 자신에게 주어진 일에 대해서 성실하게 철저하게 이행하며, 성취욕구가 강하고, 항상 어떤 일을 해내고자 하는 성실한 성향이 강하고 새로운 것에 개방적이고, 지적으로 민감한 특성을 지니는 개방적 성향이 강할수록 건강이나 식생활을 통한 통제행동이 적극적인 것으로 나타난 반면, 정서적으로 안정되어 있지 못하고, 자신의 충동을 잘 조절하지 못하며, 스트레스에 잘 대처하지 못하는 신경증 성향이 강할수록 건강이나 식생활을 통한 통제행동은 약해지는 경향을 나타내었다. 셋째, 성인여성의 성격유형 (친화성, 성실성, 외향성, 신경증, 개방성)이 비만스트레스에 미치는 영향을 검증한 결과 정서적으로 안정되어 있지 못하고, 자신의 충동을 잘 조절하지 못하며, 스트레스에 잘 대처하지 못함을 나타내는 신경증 성향이 강할수록 비만스트레스는 높아지는 것으로 볼 수 있으며, 타인을 신뢰하고 관심을 가지며, 솔직하고 순응적인 태도를 나타내는 친화적 성향이 강할수록 비만스트레스 또한 적은 것으로 나타났다. 전체적으로 건강통제행동은 성격유형 중 내적 성향이 강한 성인여성이 비만스트레스에 유의한 영향을 미치는 것을 알 수 있으며, 주관적 규범과 지각된 행동통제로 이어져 이는 정서적으로 안정되지 못 할수록 자신의 충동을 잘 조절하지 못해 스트레스 관리에 잘 대처하지 못하는 것으로 나타났다.

소음.진동에 따른 참전복(Haliotis discus hannai)의 전중량 및 먹이섭식량 변화 (The Change of Total Weight and Food Consumption of Abalone, Haliotis discus hannai under a Vibration and Noise)

  • 정형택;김영식;최상덕
    • 한국환경과학회지
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    • 제13권6호
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    • pp.581-589
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    • 2004
  • This paper describes the amount of food consumption and the change of total weight of abalone under a vibration with noise that can be occurred due to piling work. This experiment was conducted in the aquarium in Yosu National University. In normal situation the juvenile stage shell's(total length is 1~1.5cm) amount of food consumption was 0.81g, the middle stage shell(total length is 3~3.5cm) was 13.61g, and the adult stage shell (Total length is 7~7.5cm) was 43.l9g per 5 organisms in 24 hours, while the experimental group was observed low numerical value compared normal groups. The abalones' food consumption and total weight in both groups, the intermittent and continuance impact with noise and vibration, was reduced during this experiment. The abalones' food consumption and total weight in the experimental groups without vibration were recorded slightly high numerical value than the experimental groups with noise and vibration. Based on this experimental data we could conjecture the noise and vibration are harmful factors to bring up a physiological stress to abalones. Especially, the vibration impact by piling works could produce a considerably unfavorable effect to the abalones than noise impact.

An experimental study of scale effect on the shear behavior of rock joints

  • Lee Tae-Jin;Lee Sang-Geun;Lee Chung-In;Hwang Dae-Jin
    • 한국지구물리탐사학회:학술대회논문집
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    • 한국지구물리탐사학회 2003년도 Proceedings of the international symposium on the fusion technology
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    • pp.156-161
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    • 2003
  • Mechanical behavior of rock joints usually can be characterized by small-scale laboratory shear tests due to economical and technical limitations, but their applicability to the behaviour of rock mass has been always questioned by a number of researchers because of scale effect. Though there have been several researches regarding the scale effect, it has been a controversial problem how to apply the result of small-scale laboratory shear test directly to field design from different conclusions among researchers. In order to grasp the trend of scale effect of shear behavior, a series of direct shear tests on replicas of natural rock joint surfaces made of gypsum cement with different size and roughness were conducted and analyzed. Result showed that as the size of the specimen increased, average peak shear displacement increased, but average shear stiffness and average peak dilation angle decreased. As for the dependency of scale on shear strength, the degree of scale effect was dependent on normal stress and roughness of rock joint. For the condition of low normal stress and high roughness, decrease of average peak shear strength with increasing size of joint was evident.

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토목섬유 interface의 변형율 연화 모델 개발 (Development of Strain-softening Modeling for Interfaces between Geosynthetics)

  • 서민우;박준범;박인준;조남준
    • 한국지반신소재학회논문집
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    • 제2권1호
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    • pp.57-68
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    • 2003
  • Strain-softening model is developed to characterize the interface behavior of geomembrane with geotextile and geosynthetic clay liner(GCL). The model proposed in this research is calibrated by using data from direct shear tests conducted on smooth and textured geomembrane. The research is divided into two regions, pre-peak and post-peak, to take into account of strain-softening effect. Although slight difference between measured and back calculated data is observed under high normal stress, good agreements, in general, are found from back calculations. Especially, good consistency is observed in the case of low normal stress. Based on the results, it can be concluded that the proposed model can be a reasonable constitutive law to figure out the behavior of strain-softening between interfaces of geomembrane. In addition, DSC(Disturbed State Concept) model is also presented for further application in geosynthetic interfaces.

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