• Title/Summary/Keyword: 파형변화

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Measurement of Gain Coefficient and Saturation Power of CW Waveguide CO_2$$ Laser (연속발진 도파형 이산화탄소 레이저의 이득계수 및 포화출력 측정)

  • 이승걸;김현태;박대윤
    • Korean Journal of Optics and Photonics
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    • v.1 no.2
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    • pp.162-168
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    • 1990
  • Two ZnSe loss plates were installed in the resonator of waveguide CO2 laser which consisted of Pyrex capillary tube in order to change the internal loss. By rotating the loss plates, the output variations with the internalloss was measured on various discharge conditions. The variations could be explained by the Rigrod theory. and the saturation power and the unsaturated gain coefficient were determined by fitting of the experimental results. It was found that the saturation power increased while the unsaturated gain coefficient reduced as the discharge current or the gas flow rate increased.reased.

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A Study on Variation of Impact Factors of Simple and Continuous Steel Highway Bridges (단순 및 연속 강도로교의 충격계수 변화에 관한 연구)

  • 장동일;이희현
    • Computational Structural Engineering
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    • v.1 no.1
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    • pp.123-133
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    • 1988
  • A method to calculate maximum dynamic deflection, which is close to the measured deflection, was proposed by comparing the real deflection with the claculated one in three span continuous highway steel bridge. From this, the pattern of variation of impact factors depending an vehicle speeds and weights was studied in simple and continuous bridges. From the numerical analysis, it was known that the maximum dynamic deflection which is close to the measured one could be obtained by using the transformed flexural rigidity of a bridge, and the factors are generally increased with increasing vehicle speed. However, it was thought that there are some problems in the code specification about the impact factors of the continuous bridges.

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Construction of The Mac Wave Detection System using Strain Gage (스트레인 게이지를 이용한 맥파 검출 시스템의 구성)

  • Yi, Chong-Ho
    • Journal of the Korean Institute of Telematics and Electronics T
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    • v.36T no.4
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    • pp.88-93
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    • 1999
  • In this paper, a new Mac-wave detection system by strain gage is constructed for study on a Mac-wave which is major factor of diagnosis in oriental medicine. Inherent resistance of a strain gage is linearly changed with strain of the sensor, thus the Mac-wave of wrist can be detected by using of the strain gage. A precision bridge circuit and high sensitive amplifier is designed for detecting the change of resistance of the strain gage in this experiments. A very small change of Mac-wave is acquired in the circuit. And the digital signal of the detected Mac-wave are acquired on a PC by multichannel A/D converter and displayed graphically by programming. The characteristics of the Mac-wave of sampled 6 persons in the time and the frequency domain are analysed, therefore the usefulness of the system constructed in this experiments are proved.

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Variation of phase difference between applied force and moving element in linear actuator (선형액추에이터의 팀핑에 따른 구동력과 이동자 사이의 위상 변화)

  • Woo, B.C.;Hong, D.K.;Kim, J.M.;Chang, J.H.;Kang, D.H.;Park, S.J.
    • Proceedings of the KIEE Conference
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    • 2006.07b
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    • pp.867-868
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    • 2006
  • 리니어 모터는 일반적으로 회전하는 모터와 같이 여러 형상의 극간에서 발생되는 힘의 균형에 의해서 구동되는 것이 일반적이다. 특히 하나의 극간에서 미소 구동하는 리니어 모터는 구동력과 실제 이동하는 위치 사이에서 댐핑이나 무게와 함 사이에서 발생하는 가속력의 차이에 의해서 주어진 힘의 파형과 움직이는 위치의 괴적이 만들어가는 이동자의 위치 사이에는 다소 시간 처짐이 발생하게 된다. 본 논문에서는 구동력과 실제 이동하는 위치 사이의 시간 처짐의 원인으로 알려져 있는 딤핑의 조건을 변화시키고 이에 다른 구동력의 변화를 알아보았다. 댐핑이 전형 없는 조건과 댐핑이 조금씩 증가함으로 인해서 주어진 시스템의 기계적 공진 영역에서 발생하는 여러 가지 구동특성을 정량적으로 평가해 보았다. 60[Hz]가 공진인 이동자와 탄성체로 이루어진 시스템에서 58-62[Hz]에서 구동될 경우 힘의 주파수와 가해진 힘에 다라 이동자의 초기 거동을 알아보았으며 초기 0.3초 구간에서 구동되는 특성을 알아보았다. 전체적으로 이동자의 구동 괴적과 주어진 힘의 파형 사이에서 발생하는 시간 처짐은 댐핑계수에 가장 지배적인 영향을 받았으며 구동 힘의 주파수가 공진주파수보다 작으면 점점 증가하고 크면 점점 감소하는 경향을 가지며 공진주파수의 구동력이 가해진다면 시간 처짐은 거의 변화가 없음을 알 수 있었다.

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Centrifugal Model Test on Behavior of Underground Corrugated Steel Plate with Compaction Degree (다짐도에 따른 지중파형강판의 거동에 대한 원심모형실험)

  • Heo, Yol;Kwon, Seonuk;Kim, Hongjong;Bae, Wooseok
    • Journal of the Korean GEO-environmental Society
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    • v.12 no.10
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    • pp.83-90
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    • 2011
  • A series of centrifugal model test was conducted to investigate the distribution of vertical earth pressure on circular ductile underground corrugated steel plate waterway culvert with considering the compaction degree of the backfill in the high landfilled embankment section. The compaction degree of backfill was varied to 80, 85, 90, and 95% at the 53g-level gravity considering the similarity of the site. As a result of this test, the load reduction factor by the arching effect of the top of corrugated steel plate showing ductile behavior nearly agreed with the load reduction factor according to the compaction degree of backfill specified in the AISI(2002) design method. The vertical earth pressure measured at the top of the corrugated steel plate was linearly decreased as the compaction degree increased. The greater the compaction degree of backfill was, the greater the reduction of surface loading on the top of the corrugated steel plate by arching effect. The load decreased by arching effect on top of the corrugated steel plate was transferred to the side backfill of the corrugated steel plate(EP 1) and the outside of backfill(EP 3).

Study of Spectral Doppler Waveform Interpretation and Nomenclature in Peripheral Artery (말초 동맥 분광 도플러 파형 해석 및 명명법에 대한 고찰)

  • Ji, Myeong-Hoon;Seoung, Youl-Hun
    • Journal of the Korean Society of Radiology
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    • v.16 no.5
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    • pp.649-660
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    • 2022
  • In 1959, Satomura used spectral Doppler ultrasound to express the velocity of red blood cells according to time change, and Kato defined a zero-base line that could tell the direction of blood flow, making it possible to know the direction of blood flow. This became the basis for the widely used classifications of Triphasic, Biphasic, and Monophasic. However, the above classification has limitations that confuse users with the meaning and timing of use in a clinical environment. As a result, the American Society for Vascular Medicine (SVM) and the Society for Vascular Ultrasound (SVU) A consensus document on Doppler waveform analysis was declared by the joint committee. This study tried to review this consensus and to suggest nomenclature and modifiers that can be used in the domestic vascular ultrasound clinical field. The joint committee formed by SVM and SVU recommended that the use of the triphasic waveform and the biphasic waveform be used as a multiphasic waveform rather than being used due to the ambiguity of interpretation. In addition, it was agreed to name the hybrid-type waveform, which is a monophasic and high-resistance waveform, which has always been a problem of interpretation in a clinical environment, as an intermediate resistive waveform. In addition, in order to increase the communication efficiency between the interpreter and the sonographer, waveform analysis was classified into a main descriptor and a modifier, and it was recommended to use a single nomenclature by unifying various synonyms. It is expected that this literature review will provide accurate arterial spectral Doppler waveform interpretation and an agreed-upon nomenclature to radiologists performing vascular ultrasound examination in clinical practice, and will be utilized as basic data that can contribute to the improvement of public health.

Numerical Analysis in Hydrograph Determination for Sluice Gate installed Levee (배수통문이 설치된 제방의 설계수위파형결정에 관한 수치해석)

  • Kim, Jin-Man;Choi, Bong-Hyuck;Oh, Eun-Ho;Cho, Won-Beom
    • Journal of the Korean Geosynthetics Society
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    • v.14 no.4
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    • pp.1-9
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    • 2015
  • According to national regulations and its commentary, such as Rivers Design Criteria & Commentary (KWRA, 2009), Foundation Structure Guideline and its Commentary(MLTM, 2014 and KGS, 2009), the integrity evaluation of river levee includes slope stability evaluation of both riverside/protected low-land and piping stability evaluation with respect to foundation and levee body along with water level conditions. In this case the design hydro-graph can be the most important input factor for the integrity evaluation, however it is fact that the national regulations do not provide any proper determination methods regarding hydro-graph. The authors thus executed an integrity evaluation of sluice gate in levee by changing each hydro-graph factor, including rising ordinary water level, lasting flood water level, falling water level, and flood frequency, in order to suggest a determination method of reasonable hydro-graph. As a result, the authors suggested that at least over 57 hours of rising ordinary water level and over 53 hours of lasting flood water level should be considered for the design hydro-graph of sluice gate in levee at Mun-san-jae.

Waveform analysis of leakage current on silicon insulator for various environment condition variation (환경조건변화에 대한 실리콘애자의 누설전류 파형분석)

  • Park, Jae-Jun
    • The Journal of Information Technology
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    • v.7 no.2
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    • pp.69-76
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    • 2004
  • This paper presents the results of spectral analysis about waveforms and leakage current waveforms on contaminated silicon insulators under various environment conditions.(salt fog, clean fog, rain). The larger the leakage current during 200ms, the higher the power spectrum at 60Hz. If contaminated insulators suffers from high salt density fog, the leakage current occurs with high crest value intermittently, results in the low spectrum. Analysis of leakage current data showed that this electrical activity was characterized by transient arcing behavior contaminants are deposited on the insulator surface during salt fog tests. This provides a path for the leakage current to flow along the surface of the insulator. It is important to have an indication of the pollution accumulation in order to evaluate the test performance of a particular insulator. If the drop in surface resistivity is severe enough, then the leakage current may escalate into service interrupting flashover that degrade power quality.

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Numerical Analysis of Hydrograph Determination for Cohesive Soil Levee (조립토 하천제방의 수위파형결정에 관한 수치해석적 연구)

  • Kim, Jin-Man;Kim, Ji-Sung;Oh, Eun-Ho;Cho, Won-Beom
    • Journal of the Korean Geotechnical Society
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    • v.30 no.4
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    • pp.81-92
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    • 2014
  • The integrity evaluation of river levee includes slope stability evaluation of riverside land and protected low-land, and safety of piping with respect to critical gradient and critical velocity based on related regulations, such as Design Criteria Rivers Commentary (2009), Structural Design Criteria Based Commentary (2009). The design hydro-graph is the most important design input factor for the integrity evaluation; it can be inaccurate due to the absence of its decision methods suggested by the national level. The authors in this paper evaluated numerical analytic levee integrity for piping and slope stability by changing each design hydro-graph, including rising ordinary water level, lasting flood water level, falling water level, and flood frequency for Mun-san-jae on Nak-dong River. Finally, the authors suggested that the levee integrity of piping and slope stability are very sensitive to the changes of increasing time of ordinary water level by 57 hours and lasting time of the flood water level by 53 hours, respectively, for Mun-san-jae.