• 제목/요약/키워드: equivalent length

검색결과 596건 처리시간 0.029초

등가길이에 대한 비교 연구 (A Study on Comparison of Equivalent Length)

  • 정기신
    • 한국화재소방학회논문지
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    • 제26권5호
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    • pp.1-7
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    • 2012
  • 현재 국내에서 수계소화설비의 배관부속류와 밸브류의 마찰손실 계산에 사용되고 있는 등가길이표에 대하여 비교 연구하였다. 3가지 종류의 등가길이표가 주로 사용되고 있으며 안타깝게도, 가장 광범위하게 사용되고 있는 등가길이표에 대한 근거를 찾을 수 없었다. 세 개의 등가길이표를 비교했을 때 각 등가길이표간 동일 항목의 등가길이에 있어 최대 2.4배까지 차이가 있었다. 많은 해외 Project들을 수행하고 있는 국제화시대에 부응할 수 있도록 공학적으로 합리적이며 단일화된 등가길이표를 사용하여야 한다. 이에 합리적인 등가길이표를 제시한다.

Solution to Slow Down Myopia Progression

  • Jung, Ji-Won
    • 한국임상보건과학회지
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    • 제8권1호
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    • pp.1386-1397
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    • 2020
  • Purpose: To examine the effectiveness of various treatments; bifocal spectacles, orthokeratology, atropine, and time spent in outdoors; in slowing down the myopia progression for Asian adolescents (6-18age). Methods: The research focused on examining the most effective treatment in controlling myopia based on the literature sources that have been published. Through meta-analysis of various research papers that already has been done in this field, a lot of data was collected. For each treatment, the difference in axial length and spherical equivalent over time was measured and recorded. To quantitatively record the difference, both axial length and spherical equivalent was determined by value of control group value of treatment group. The paper compared the effectiveness of each treatment based on the data that was measured. Results: Adolescents who chose to spend time outdoors in order to slow down myopia progression had axial length difference of 0.03 mm and spherical equivalent difference of 0.17 D. Adolescents that used atropine had axial length difference of 0.36 mm and spherical equivalent difference of 0.92 D. Bifocal spectacle resulted in axial length difference of 0.21 mm and spherical equivalent difference of 0.59 D, and for orthokeratology 0.23 mm and 0.04 D, respectively. Axial length wise, myopia was most controlled by the atropine since there was a greatest difference between the group that got the treatment and the group that did not have the treatment. According to the spherical equivalent difference data, myopia was most controlled by atropine. Conclusion: Atropine showed the most effective result in controlling myopia among the four treatment. Again, compared to other three treatment, using atropine appeared to have greatest ability in slowing down myopia progression since adolescents who were treated with atropine had greatest difference from adolescents in the control group that had the same condition but didn't get the treatment. However, every treatment was only used for 2 or 3 years which is quite short time period to measure the long term effect of the four treatments. Also, since atropine is a pharmaceutical method to control myopia, it may harm adolescents' eyes compared to optical or environmental treatment.

T형 등가회로를 이용하여 크기를 감소시킨 λ/4 임피던스 변환기의 연구 (Study on Size-Reduced λ/4 Impedance Transformer using T-Equivalent Circuit)

  • 윤태순
    • 한국전자통신학회논문지
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    • 제18권4호
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    • pp.595-600
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    • 2023
  • 본 논문에서는 λ/4 전송선로의 T형 등가회로를 응용하여 임의의 길이를 갖는 전송선로에 대한 T형 등가회로를 제안하였다. 또한, 동일한 선로 길이라는 제한 없이 등가회로의 스터브의 위치를 조정할 수 있도록 수식을 만들어 등가회로의 활용도를 높이고자 하였다. 또한, 제안된 T형 등가회로는 λ/4 전송선로 뿐만 아니라 임의의 선로 길이 및 임피던스를 갖는 경우에도 적용할 수 있다. 제안된 T형 등가회로의 활용 예로 4 분할된 T형 등가회로를 갖도록 구성하여 λ/4 임피던스 변환기에 적용하였다. 변형된 임피던스 변환기는 0.15λ로 설계되어 39.4%의 크기 감소율을 보였다.

부재의 길이가 폴리머 콘크리트의 휨압축 강도에 미치는 영향 (Effects of Specimen Length on Flexural Compressive Strength of Polymer Concrete)

  • 연규석;김남길;주명기;유근우;권윤환
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2002년도 봄 학술발표회 논문집
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    • pp.99-104
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    • 2002
  • In this paper the influence or specimen length on flexural compressive strength and parameter or equivalent rectangular stress block of polymer concrete was evaluated. For this purpose, a series of C-shaped specimens subjected to eccentric compression were tested using four different length-to-depth ratios(from 1.0, 2.0, 3.0 and 4.0) of specimens with compressive strength of 1,020kgf/cm$^2$. Results indicate that for the region of h/c$\leq$3.0 the reduction in equivalent rectangular stress block depth and flexural compressive strength with increase of length-to-depth ratios was apparent but for the region of h/c$\geq$3.0 they were nearly constant. It means that for the region of h/c$\geq$3.0 effect of specimen length on equivalent rectangular stress block depth and flexural compressive strength was negligible. It was also founded that the effect of specimen length on v, a coefficient of strength, that was from 0.84 to 0.86 regardless of h/c was petty. Finally, predictive equation is, suggested by using modified law of effect of specimen length and results.

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섬유보강 콘크리트의 역학적 특성에 대한 섬유 체적비와 길이의 영향 (Effect of Volume Fraction and Length of Fiber on the Mechanical Properties of Fiber Reinforced Concrete)

  • 양근혁;오승진
    • 한국건축시공학회지
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    • 제8권1호
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    • pp.43-48
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    • 2008
  • Fifteen concrete specimens were mixed and tested to explore the significance and limitation of appling the polyvinyl alcohol (PVA) fiber and steel fiber with end hook to concrete. Main parameters investigated were volume fraction and length of the fibers. The measured mechanical properties of fiber reinforced concrete are analyzed according to the equivalent fiber amount index explaining the adding amount and length of fibers. Test results showed that compressive strength of fiber reinforced concrete was higher than that of concrete with no fiber by $10{\sim}20%$. The normalized splitting tensile strength and flexural strength of PVA fiber reinforced concrete were similar to those of concrete with no fiber, whereas those of steel fiber reinforced concrete increased with the increase of the equivalent fiber amount index. In particular, much higher ductile behavior was observed in steel fiber reinforced concrete than in PVA reinforced concrete, indicating that the slope of descending branch of load-displacement relationship of steel fiber reinforced concrete decreased with the increase of the volume fraction and length of the fiber.

발목에 적용한 무게 부하가 뇌졸중 환자의 보행요소에 미치는 영향 (Effect of Weight Loads Applied to the Ankle on Walking Factors of a Stroke Patient)

  • 이수경
    • PNF and Movement
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    • 제16권2호
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    • pp.179-185
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    • 2018
  • Purpose: This study aimed to analyze the visual and spatial elements of the gait of a stroke patient who had diverse ankle weight loads applied, according to weight changes. Methods: The subject was a 57-year-old stroke patient diagnosed and hospitalized with a left intracerebral hemorrhage. A weight equivalent to 0%, 1%, and 2% of his body weight was applied to the area 5cm upward from the ankle using a Velcro strap. He was then trained on a treadmill, receiving a six-minute walk test to evaluate his gait ability. A gait analyzer was used to collect visual and spatial elements, such as gait distance, gait velocity, cadence, step length, stride length, and swing phase, according to a weight load equivalent to 0%, 1%, and 2% of his body weight. Results: According to the results of applying 0%, 1%, and 2% of his body weight on the ankle, except for gait velocity, his gait distance, cadence, step length, stride length, and swing phase were higher when 1% of his body weight was applied compared to 0% or 2% of his body weight. Conclusion: Applying a weight equivalent to 1% of the body weight to the ankle positively affected the visual and spatial element of the gait and heightened the efficiency of exercise during treadmill training, a gait-training tool generally used for stroke patients. However, the result is difficult to generalize because the number of subjects was small with only one subject.

New reinforcement algorithms in discontinuous deformation analysis for rock failure

  • Chen, Yunjuan;Zhu, Weishen;Li, Shucai;Zhang, Xin
    • Geomechanics and Engineering
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    • 제11권6호
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    • pp.787-803
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    • 2016
  • DDARF (Discontinuous Deformation Analysis for Rock Failure) is a numerical algorithm for simulating jointed rock masses' discontinuous deformation. While its reinforcement simulation is only limited to end-anchorage bolt, which is assumed to be a linear spring simply. Here, several new reinforcement modes in DDARF are proposed, including lining reinforcement, full-length anchorage bolt and equivalent reinforcement. In the numerical simulation, lining part is assigned higher mechanical strength than surrounding rock masses, it may include multiple virtual joints or not, depending on projects. There must be no embedding or stretching between lining blocks and surrounding blocks. To realize simulation of the full-length anchorage bolt, at every discontinuity passed through the bolt, a set of normal and tangential spring needs to be added along the bolt's axial and tangential direction. Thus, bolt's axial force, shearing force and full-length anchorage effect are all realized synchronously. And, failure criterions of anchorage effect are established for different failure modes. In the meantime, from the perspective of improving surrounding rock masses' overall strength, a new equivalent and tentative simulation method is proposed, it can save calculation storage and improve efficiency. Along the text, simulation algorithms and applications of these new reinforcement modes in DDARF are given.

휨 항복형 철근콘크리트 전단벽의 등가소성힌지길이 모델 (Equivalent Plastic Hinge Length Model for Flexure-Governed RC Shear Walls)

  • 문주현;양근혁
    • 한국구조물진단유지관리공학회 논문집
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    • 제18권2호
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    • pp.1-8
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    • 2014
  • 본 연구의 목적은 경계요소를 갖는 철근콘크리트 전단벽의 잠재소성힌지길이를 합리적으로 평가할 수 있는 단순모델의 제시이다. 전단벽의 높이에 따른 이상화된 곡률분포로부터, 기본방정식은 항복모멘트와 최대모멘트 그리고 사인장균열에 의한 부가모멘트의 함수로 일반화되었다. 전단벽의 항복모멘트와 최대모멘트는 변형률 적합조건과 힘의 평형조건을 기반하여 산정하였다. 사인장균열 발생의 여부는 ACI 318-11에서 제시된 콘크리트의 전단력으로부터 검토되었으며, 부가모멘트는 Park and Paulay에 의해 제시된 트러스기구를 이용하여 산정하였다. 이들 모멘트식들은 다양한 변수범위에서 변수연구를 수행하였다. 결과적으로 등가소성힌지길이는 주철근 및 수직철근지수와 축력지수의 함수로 제시될 수 있었다. 제시된 등가소성힌지길이의 모델은 실험결과의 비교에서 평균 및 표준편차가 각각 1.019와 0.102로 실험 결과를 정확하게 예측하였다.

강 의 마찰용접 에 미치는 탄소당량 의 영향 - 동종강 에 대하여

  • 나석주;김성도
    • Journal of Welding and Joining
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    • 제3권2호
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    • pp.1-9
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    • 1985
  • In this study, the influence of carbon equivalents on friction welds of similar steels was investigated. Four types of steels with 15mm diameter tested in the wide range of carbon equivalents from 0.3 to 1.1 Main experimental results are summarized as follows : (1) Under the constant burn-off length, the friction time becomes longer with the increasing carbon equivalent, but the upset length shows no consistent tendencies. (2) Due to the recrystallization in the contact area, the maximum hardness occurs some away from the contact surface. And it increases almost linearly with the increasing carbon equivalent. (3) Even a steel with 1.1 C.E. can be friction welded to make defect-free welds. (4) With the increasing carbon equivalent, the bend angle and charpy impact value decrease very rapidly in the range from 0.3 C. E., but remain nearly unchanged for C. E. higher than 0.6. (5) Heat treatment of the base metals before welding has very little influence on the mechanical properties of welds. On the other hand, normalizing of the welds improves the bend angle and charpy impact value, but its effect becomes almost negligible, when the carbon equivalents are higher than 0.6.

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탭 선로의 새로운 등가 회로를 이용한 헤어핀 대역 통과 필터 설계 (Design of Hair-Pin Band-Pass Filter Using New Equivalent Circuit of Tapped-Line)

  • 윤태순;권성수;홍태의;이종철
    • 한국전자파학회논문지
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    • 제17권12호
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    • pp.1150-1155
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    • 2006
  • 본 논문에서는 대역 통과 필터의 입력부에 응용되는 탭 선로의 등가 회로를 제시하였고, 그 변수 값을 수식적으로 제시한다. 탭 선로의 등가 회로는 개방형 스터브와 음의 전기적 길이를 갖는 전송 선로로 구현하며, 탭 선로의 위치와 공진기 길이는 공진기의 임피던스와 인버터 값으로 구할 수 있다. 이러한 새로운 등가 회로에 의한 설계는 기존의 방법에 비해 이론적으로 근접한 결과를 얻을 수 있게 한다. 새로운 탭 선로의 등가 회로를 이용한 헤어핀 대역 통과 필터는 중심 주파수 2 GHz에서 1.1 dB의 삽입 손실과 20 dB의 반사 손실 특성을 나타낸다.