• 한국철도학회:학술대회논문집
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• 한국철도학회 1998년도 추계학술대회 논문집
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• pp.530-536
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• 1998

In the design of the light rail transit which is more reliable and economical, it is essential to develope a efficient third rail system. Especially, the analysis for the conductivity of conduct rail and the wear of collecting shoe is the first step of its development. In this paper, experiments for conductivity in conductor rail, wear in collecting shoe were performed respectively as different materials of conductor rail and current collector. Noise level and interruption, wear and contact resistance of collecting shoe were proposed as design parameters for the development of this system. Experimental equipment and methods of design parameter stated above were proposed, which is expected that analyzed results will be used as a basic data for the development of the system.

• 대한의용생체공학회:의공학회지
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• 제27권3호
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• pp.89-93
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• 2006

A simple algorithm that can be used to estimate a healthy person's blood pressure using pulse transit time is proposed in this paper. Fifty healthy students participated in the experiment that was conducted in line with the study. The subjects were asked to exercise on several exercise levels using a bicycle ergometer. Their blood pressures during the succeeding rest period were measured. A simple method was proposed to illustrate the relationship between blood pressure and pulse transit time. The systolic blood pressures as well as the heights and weights of the subjects were regarded as the proper parameters, and a second-order regression curve was produced to estimate the subjects' blood pressures. The mean error of estimation was less than 10 mmHg, which was the mean error of manual measurement. Although our estimation model is so simple, it can be used to estimate continuous blood pressure measurement for bicycle ergometer exercise. The electrocardiograms, photoplethysmograms, and blood pressures, however, could not be measured simultaneously As such, their estimation may be slightly different from the results taken from simultaneous measurements.

• 천문학회보
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• 제35권2호
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• pp.65.2-65.2
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• 2010

We present four new transits of the planetary system TrES-3 observed between 2009 May and 2010 June. Among those, the third transit by itself indicates possible evidence for brightness disturbance, which could originate from a starspot or an overlapping double transit. A total of 107 transit times, including our measurements, were used to determine the improved ephemeris with a transit epoch of $2454185.910950\pm0.000073$ HJED (Heliocentric Julian Ephemeris Date) and an orbital period of $1.30618698\pm0.00000016$ d. We analyzed the transit light curves using the JKTEBOP code and adopting the quadratic limb-darkening law. In order to derive the physical properties of the TrES-3 system, the transit parameters are combined with the empirical relations from eclipsing binary stars and stellar evolutionary models, respectively. The stellar mass and radius obtained from a calibration using $T_{eff}$, log $\rho$ and [Fe/H] are in good agreement with those from the isochrone analysis within the uncertainties. We found that the exoplanet TrES-3b has a mass of $1.93\pm0.07\;M_{Jup}$, a radius of $1.30\pm0.04\;R_{Jup}$, a surface gravity of $28.2\pm1.1\;m\;s^{-1}$, a density of $0.82\pm0.06\;\rho_{Jup}$, and an equilibrium temperature of $1641\pm23K$.

• 대한전자공학회:학술대회논문집
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• 대한전자공학회 2003년도 하계종합학술대회 논문집 II
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• pp.763-766
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• 2003

A direct parameter extraction method using several two-port parameter equations derived in cutoff and active bias modes has been studied to obtain an accurate Gummel-Poon BJT model. First, dc model parameters were extracted from slopes and y-axis intercepts of I-V curve and Gummel plot. The pad capacitances and junction capacitance parameters were determined by using measured S-parameter sets in the cutoff bias. The resistance and transit time parameters were extracted by using measured S-parameter sets in the active bias.

• 한국철도학회논문집
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• 제19권4호
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• pp.515-525
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• 2016

도시형 자기부상열차 프리텐션 거더교의 최적설계를 위해서 설계변수 분석을 수행하였다. 자기부상철도용 거더 설계 시에는 중앙부 처짐을 고려해야 하므로 이와 연관있는 콘크리트 압축강도, 거더 형고, 거더 연장및 강연선비부착 길이를 설계변수로 선정하였다. 또한, 프리텐션 거더에서 지점부의 상연응력을 제어하기 위해서 강연선 개소수 및 배치방식을 설계변수로 선정하고, 강연선비부착률을 검토하였다. 설계변수 해석결과로부터 거더 처짐량에는 거더 형고와 거더 연장이 콘크리트 압축강도와 강연선 비부착 길이보다 더 큰 영향을 미치는 것을 확인하였고, 민감도 분석을 통해 설계 가중값을 제시하였다. 지점부 상연응력 제어를 위해서 비부착 강연선배치기준을 만족하는 경우에는 상연 긴장선 또는 철근배근이 필요한 것으로 확인되었다. 따라서 향후 경제성 및 시공성 향상을 위해 자기부상철도 가이드웨이의 하중특성을 고려한 비부착강연선 기준 향상에 대한 검토가 필요하다.

• 전기전자학회논문지
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• 제11권3호
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• pp.108-116
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• 2007

This paper proposed an analyzable parameter and its analytic method to provide more accurate information than currently employed 4 channels system which uses pulse wave velocity (PWV) information of the volume pulse wave measured from 4 arterial channels for the characterization of arterial vessel. In order to verify the volume pulse waves on 4 sites were simultaneously acquired subjects aged from 12 to 81 years old. and the proposed parameters were extracted from time (UT) was then compared with blood pressure. Then, the regression analyses were done relationships among the proposed parameter and others, such as aging, pulse transit time pressure (BP). The followings are the results of linear regression analysis of the proposed parameter for total 50 normal subjects. We selected any two subjects (58 years and 27 years) and measured PPG (photoplethysmogram) and BP of before and after exercise. The coefficient of correlations between BP and UT observed was -0.928 for 50 years subject, and -0.922 for 20 years subject. For total 50 normal subjects, in case of correlation between the pulse transit time and BP, the result showed -0.170 on left side and -0.233 on right side, and the coefficient value of correlation between the pulse transit time and UT was -0.607 on left side and -0.510 on right side. UI is strongly correlated with the pulse transit time than BP. Hence, we believe that the proposed parameter is related with the index of arterial stiffness.

• Geomechanics and Engineering
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• 제34권2호
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• pp.115-124
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• 2023

By conducting three-dimensional simulation with consideration of small-strain characteristics of soil stiffness, the effects of excavation geometry and tunnel cover to diameter ratio on deformation mechanisms of an existing tunnel located either at a side of basement or directly underneath the basement were systematically studied. Field measurements were used to verify the numerical model and model parameters. For basement excavated at a side of an existing tunnel, the maximum settlement and horizontal displacement of the tunnel are always observed at the tunnel springline closer to basement and tunnel crown, respectively, regardless of basement geometry. By increasing basement length and width by five times, the maximum movements of tunnel located at the side of basement and directly underneath the basement increase by 450% and 186%, respectively. Obviously, tunnel movements are more sensitive to basement length rather than basement width. For basement excavated at a side of an existing tunnel, tunnel movements at basement centerline become stable when basement length reaches 10 H_e (i.e., final excavation depth). Moreover, tunnel heaves due to overlying basement excavation become stable when the normalized basement length (L/H_e) is larger than 8.0. As tunnel cover to diameter ratio varies from 2.5 to 3.0, the maximum heave and tensile strain of tunnel due to overlying basement excavation decrease by up to 41.0% and 44.5%, respectively. If basement length is less than 8 H_e, the assumption of plane strain condition of basement-tunnel interaction grossly overestimates tunnel movements, and ignores tensile strain of tunnel along its longitudinal direction. Thus, three-dimensional numerical analyses are required to obtain a reasonable estimation of tunnel responses due to adjacent and overlying basement excavations in clay.

• 대한교통학회지
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• 제28권5호
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• pp.117-129
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• 2010

본 연구는 기존의 단일수단이 아닌 다수단 확률적 사용자 균형상태의 민감도 분석 방법을 설명한다. 다수단 교통망에서의 민감도 분석에 대한 연구의 첫 단계로 우선은 물리적으로 분리되어진 승용차 교통망과 대중교통(버스, 지하철) 교통망으로 구성된 다수단 교통망을 고려하고자 한다. 연구는 우선 승용차와 대중교통 교통망의 임의의 링크 변수에 대한 민감도 분석 방법을 정립하고 실질적인 링크 변수의 적용으로 링크용량과 대중교통 노선빈도에 대한 민감도 분석을 수행해본다. 다음으로 승용차 수단분담율과 대중교통 수단분담율에 대한 민감도 분석 방법을 정립한다. 본 연구의 결과는 경제학의 탄력성과 같이 교통시설의 운영 및 정책변화에 따른 통행자의 행태 변화와 운영 및 정책 효과를 분석해 볼 수 있는 중요한 정보가 될 수 있을 것이다. 또한 협력적 게임의 다수단 교통망 설계 문제를 구성하기 위한 중요한 도구로 활용될 수 있을 것이다.

• 비파괴검사학회지
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• 제25권4호
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• pp.262-267
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• 2005

전신마취시 경막외차단술은 수술 후 통증을 조절하는데 널리 이용되고 있다. 마취상태에서는 여러 가지 혈류역학적 파라미터의 변화가 있으며, 맥파전달시간은 이러한 혈류역학적 파라미터들에 의해 많은 영향을 받고 있다. 맥파전달시간은 경막외차단술을 병행한 전신마취와 일반적인 전신마취 후에 동맥혈관벽의 이완으로 인해 손가락과 발가락에서의 PTT가 변화한다. 본 연구에서는 경막외차단술을 병행한 전신마취와 일반적인 전신마취에서 손가락과 발가락 PTT의 변화를 각각 측정하였다. 더불어, 일반적인 전신마취와 경막외 차단술을 병행한 전신마취에서의 손가락과 발가락사이의 pTT변화를 비교하였다.

• Asian Pacific Journal of Cancer Prevention
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• 제16권1호
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• pp.53-58
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• 2015

Background: The purpose of this study was to assess the the efficacy of oral glutamine (GLN) in prevention of acute radiation-induced esophagitis in patients with lung cancer and determine the predictive role of clinical and dosimetric parameters. Materials and Methods: Thirty-two patients diagnosed with lung cancer were studied prospectively. Sixteen patients (50%) received prophylactic powdered GLN orally in doses of 10g/8h. Patients were treated 2 Gy per fraction daily, 5 days a week. We evaluated the grading of esophagitis daily at the end of each fraction of each treatment day until a cumulative dose of 50 Gy was reached. The primary end point was radiation-induced esophagitis. Results: All patients tolerated GLN well. Toxicity grade, weight loss, serum cytokine levels and esophageal transit times exhibited statistically significant improvement in the GLN receiving group. GLN suppressed the inflammation related to the disease and treatment and reduced toxicity with statistical significance. Conclusions: This study suggests a benefical role of oral GLN use in prevention and/or delay of radiation-induced esophagitis, in terms of esophageal transit time and serum immunological parameters, as well as weight loss.