• Title/Summary/Keyword: Height effect

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과기능적 음성장애 환자의 물저항발성: 튜브 직경과 물 깊이가 물거품 높이 및 최대발성지속시간에 미치는 영향 (Tube phonation in water for patients with hyperfunctional voice disorders: The effect of tube diameter and water immersion depth on bubble height and maximum phonation time)

  • 김민경;최성희;윤종인
    • 말소리와 음성과학
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    • 제15권2호
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    • pp.31-40
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    • 2023
  • 목적: 물 속에서 튜브 발성은 semi-occluded vocal tract(SOVT) 연습 중 하나로 환자가 튜브를 물 속에 잠기게 하여 거품을 내면서 발성을 하는 것으로 음성 훈련에 널리 사용되어 왔다. 본 연구는 과기능성 음성장애 환자를 대상으로 물저항발성 동안 튜브 직경과 튜브를 담그는 물 깊이가 물거품 높이와 최대발성지속시간(maximum phonation time, MPT)에 미치는 영향을 조사하는 것을 목적으로 한다. 방법: 과기능성 음성장애 환자 17명에게 튜브 직경(5, 7, 10 mm), 튜브를 담그는 물 깊이(4, 7, 10 cm)에 따라 지속적인 /u/발성을 하면서 거품을 내도록 하였다. 물거품 높이 및 MPT 기록을 위해 수위 센서를 이용한 물저항발성 바이오피드백 시스템을 사용하였다. 결과: 물거품 높이는 튜브 직경에 의해 유의하게 변화한 반면 MPT는 튜브 직경과 깊이에 따라 유의하게 변화하였다. 직경이 더 넓을수록 주어진 깊이에 대해 유의하게 낮은 물거품 높이를 나타냈지만, 상대적으로 일관된 버블 높이가 유지되었다. 물의 깊이에 따라 주어진 튜브 직경에서 물거품 높이는 유의한 차이가 없었으나, 물의 깊이에 따라 MPT는 유의하게 감소하였고 튜브가 넓을수록 MPT가 유의하게 감소하였다. 결론: 수위 센서 방식의 물저항 바이오피드백 시스템은 튜브 직경 및 수심에 따른 기포 특성 및 성대 진동에 대해 유용한 정보를 제공하였다. 또한, 수위센서를 이용한 물저항발성 바이오시스템은 과기능적 음성장애가 있는 환자의 물저항 발성 중 호흡 지지를 모니터링하는 데 유용하게 사용될 수 있다.

소매의 형태가 Blouse의 여유감에 미치는 영향 -소매산과 소매길이를 중심으로- (The effect of sleeve pattern on the ease of blouse -On sleeve cap height and sleeve length-)

  • 정혜락
    • 대한가정학회지
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    • 제24권2호
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    • pp.1-11
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    • 1986
  • The subject, in the blouses that sleeve caps and sleeve lengthes are different from, did sensory test by right arm movement and both arms movement. This sensory test which is used in fabric good, is Shef's. RESULTS : 1) The ease of bust size is very significant by cap height, at 5%, 1% level by sleeve length. 2) The front area of arm hole is affected by cap height, sleeve length movements more than the back and the under area of arm hole are 3) Sleeve width is affected by cap height, sleeve length both arms movement. That is, they should be designed according to the use because they affect the ease of blouse very much. Especially bust size should be considered with sleeve pattern because the ease bust becomes different with sleeve pattern.

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Vertical Distribution of Foraging Tits in Mixed Species Flocks in Urban Forests

  • Lee, Sang-Don
    • The Korean Journal of Ecology
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    • 제22권2호
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    • pp.65-68
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    • 1999
  • In December-January of 1996-1997 and 1997-1998, information was gathered about vertical distribution of foraging sites of tits in 34 flocks in coniferous and deciduous forests. There was a significant effect of forest type on the distribution of foraging sites of each species. Habitat was classified into 5 height layers vertically: ground, bushes (usually<1.5 m, up to 3 m), tree layer 1 (up to 1/3 of tree height), tree layer 2 (1/3-2/3 tree height). and tree layer 3 (>2/3 tree height). There were differences among species: great tit (Parus major) foraged mostly on the ground, coal tit (P. ater) and long-tailed tit (Acrocephalus caudatus) - on the highest tree layer, marsh tit (P. palustris) was often seen on bushes, and varied tit (P. varius) - in tree layer 2. Smaller species used upper and outer parts of trees. suggesting that, like in most other similar studies. larger dominant species prevented smaller species from using inner parts of trees.

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원자로건물 외벽 타설 높이 산정을 위한 수화열 해석 (Analysis on Heat of Hydration for Height of Shell Concrete Pouring in Reactor Containment Building)

  • 김좌영;박종혁;이한우;방창준
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2012년도 추계 학술논문 발표대회
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    • pp.165-166
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    • 2012
  • A thermal stresses by heat of hydration was analyzed according to a change of a pour height in reactor containment building. In case of more than 3.6m pouring height a crack index by heat of hydration analysis resulted in less than 1 because there is not a construction joint of vertical direction and for a self-restraint effect of circumferential section shape. Therefore detailed consideration on a mixture proportion of binder type, quantity in concrete and selection of a form in seasonal air temperature is needed for a control of tensile stress by heat of hydration.

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Computation of Non-Linear Wave Height Distribution in the Seogwipo Harbor Using Finite Element Method

  • Kim, Nam-Hyeong;Hur, Young-Teck;Young, Yin-Lu
    • 한국해양공학회지
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    • 제17권6호
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    • pp.32-37
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    • 2003
  • In this paper, finite element method is applied for the numerical analysis of wave height distribution. The mild-slope equation is used as the basic equation. The key of this model is to impose the effect of nonlinear waves. Numerical results are presented and agreed well with the results from experimental measurements and other numerical analysis. The present method to determine wave height distribution can be broadly utilized for the analysis of new harbor and port designs in the future.

Mock-up 실험을 통한 사무소 건축물의 Roller Shade 높이 제어 최적화에 관한 기초적 연구 (A Fundamental Study of Optimization to Control on Height of Roller Shade in Office Building through Mock-up Experiment)

  • 임지선;김유신;최안섭;이정호
    • 한국태양에너지학회:학술대회논문집
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    • 한국태양에너지학회 2008년도 춘계학술발표대회 논문집
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    • pp.148-153
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    • 2008
  • An inflow of daylight to the room offers comfortable view environment, psychological and physical security to people in the room and there are merits such as a work efficiency and energy saving. But, it has many problems as an excessive direct sunlight, cooling and heating. We can expect to have energy saving effect for illumination with comfortable view environment creation through control on height of roller shade. This study will be a used a fundamental approach to control on height of roller shade to changing daylight.

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EPS공법에 의한 측방유동 저감효과에 관한 해석적 연구 (A Relative Study on Safe Factor by Different Analyses of Slope Stability)

  • 안준희;장정욱;박춘식
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2006년도 춘계 학술발표회 논문집
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    • pp.1181-1186
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    • 2006
  • This study analyzed the reductive effect of lateral flow by the section and height of reinforcement of EPS. The conclusions of the study are as follows. (1) The lateral flow increased as the section of reinforcement decreased. The reinforcement section that satisfied the allowable range of the lateral flow turned out to beapproximately 80% of the standard reinforcement section. (2) As reinforcement height was decreasing, the lateral flow increased. The reinforcement heigh that satisfied the allowable range of the lateral flow turned out to be approximately 50% of the total lateral height of abutment.

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스크린 높이와 서류 고정대 위치에 따른 경부 주위 근육의 활성 정도 비교 (Comparison of Electromyographic Activities in the Neck Region According to the Screen Height and Document Holder Position)

  • 권혁철;정동훈
    • The Journal of Korean Physical Therapy
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    • 제13권3호
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    • pp.829-837
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    • 2001
  • Using Video Display Terminals(VDT) in the working environment often causes health complaints in the neck and shoulder region. This study was conducted on ten subjects, in order to investigate the change of electromyographic activities in the neck region(sternocleidomastoid muscle, upper trapezius muscle and erector muscle of cervical spine)with regards to the screen height and document holder position. A total of six different conditions of screen height and document holder position were measured during subjects performed a text-entry task for a duration of 10min. The raw EMG signal was transmuted into the root mean square(RMS). Two-way ANOVA for repeated measures was used to analyse the effects of the two factors. As a result, changing the screen height and document holder position has no effect on electromyographic activities in the neck region.

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Equations to evaluate fundamental period of vibration of buildings in seismic analysis

  • Sangamnerkar, Prakash;Dubey, S.K.
    • Structural Monitoring and Maintenance
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    • 제4권4호
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    • pp.351-364
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    • 2017
  • In this study effects of various parameters like a number of bays, the stiffness of the structure along with the height of the structure was examined. The fundamental period of vibration T of the building is an important parameter for evaluation of seismic base shear. Empirical equations which are given in the Indian seismic code for the calculation of the fundamental period of a framed structure, primarily as a function of height, and do not consider the effect of number of bays and stiffness of the structure. Building periods predicted by these expressions are widely used in practice, although it has been observed that there is scope for further improvement in these equations since the height alone is inadequate to explain the period variability. The aim of this study is to find the effects of a number of bays in both the directions, the stiffness of the structure and propose a new period equation which incorporates a number of bays, plan area, stiffness along with the height of the structure.

각형강관을 이용한 슬림플로어 시스템의 층고절감효과 비교 (Comparing floor height reduction effect of slim floor system with square steel pipe)

  • 조윤진;임홍철;김대유;류승일;김도균
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2017년도 춘계 학술논문 발표대회
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    • pp.56-57
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    • 2017
  • In recent years, new construction methods have been required to reduce the construction cost and increase the available area in an environment where construction work is frequently performed in a narrow urban area like Korea. As a result of these studies, slim floor composite beam has been suggested. Slim floor composite beam can reduce required depth because web of steel beam is embedded in the slab, so it is effective to reduce floor height and increase the available area. The purpose of this study is the floor height reduction evaluation by comparing system consisting of reinforced concrete, steel, and slim floor using square-shape steel pipe. After doing structural design for a typical plan, checked effectiveness by comparing each design plan. It is proven that slim floor composite beam can reduce required depth effectively comparing required materials of other system.

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