• 대한전기학회:학술대회논문집
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• 대한전기학회 1997년도 하계학술대회 논문집 E
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• pp.1861-1863
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• 1997

The free electron laser(FEL) with the tapered wiggler in the Compton regime where the space charge effect is negligible was simulated on the basis of one dimensional model. Bunching process and the trajectories of 480 particles, which were loaded randomly in the phase space, were tracked as they traversed the wiggler, and the power and the efficiency of the FEL were estimated.

• Coupled systems mechanics
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• 제3권2호
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• pp.147-170
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• 2014

In the recent times, dimensions of heavy load carrying vehicle have changed significantly incorporating structural flexibility in vehicle body. The present paper outlines a procedure for the estimation of bridge response statistics considering structural bending modes of the vehicle. Bridge deck roughness has been considered to be non homogeneous random process in space. Influence of pre cambering of bridge surface and settlement of approach slab on the dynamic behavior of the bridge has been studied. A parametric study considering vehicle axle spacing, mass, speed, vehicle flexibility, deck unevenness and eccentricity of vehicle path have been conducted. Dynamic amplification factor (DAF) of the bridge response has been obtained for several of combination of bridge-vehicle parameters. The present study reveals that flexible modes of vehicle can reduce dynamic response of the bridge to the extent of 30-37% of that caused by rigid vehicle model. However, sudden change in the bridge surface profile leads to significant amount of increment in the bridge dynamic response even if flexible bending modes remain active. The eccentricity of vehicle path and flexural/torsional rigidity ratios plays a significant role in dynamic amplification of bridge response.

• 터널과지하공간
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• 제19권5호
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• pp.432-439
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• 2009

지진원 및 지반의 동적 특성을 보다 신뢰성 있게 도출하기 위해 지반의 증폭특성은 반드시 고려되어야 하는 요소이다. 지반증폭 특성을 분석할 때 여러가지 방법이 제시되어 있으나 본 연구에서는 Nakamura (1989)에 의해 제시된 방법을 적용하였다. 본 방법은 얕은 지반의 상시미동의 표면파 특성을 이해하기 위해 제시되었으나 근래에 와서 S파 등에 적용되어 지반의 동적인 증폭 특성연구에 많이 이용되고 있다. 본 연구는 기존의 S파에 적용 뿐만 아니라 추가하여 새로이 Coda 파에 적용하여 비교 분석하였다. 최근 국내에서 관측된 5개의 중규모지진(규모 3.6- 규모 5.1)으로 관측된 약 60여개의 관측자료를 이용하여 지진관측소에서 각각 지반의 동적인 증폭 특성을 분석하였다. 관측소마다 저진동수, 고진동수 및 우월주파수가 서로 다른 증폭특성을 보여주었다. 일부 관측소는 제한된 주파수 대역에서 약 4배의 증폭특성을 보여주고 있어 관측소 하부의 작은 규모의 기하학적 층서이상대 이거나 다양한 trapped mode 등과 같은 층서적인 특성을 유추할 수 있었다. 또한 관측지반진동에서 지반 고유의 증폭특성을 제거하면 지진원 및 비탄성감쇠 변수를 보다 신뢰성 있게 도출할 수 있다. 또한 지진재해도 평가에도 정보를 제공하는 것이 가능하다.

• 한국소음진동공학회논문집
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• 제14권4호
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• pp.352-357
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• 2004

This paper studies the errors that associated with particle velocity and intensity in a space. We theoretically derived their bias error and random error. The analysis shows that the more samples do not always guarantee the better results. The random error of the velocity and intensity are increased when we have many samples. The characteristics of the amplification of the random error are analyzed in terms of the sample spacing. The amplification was found to be related to the spatial differential of random noise. The numerical simulations are performed to verify theoretical results.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2003년도 춘계학술대회논문집
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• pp.403-407
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• 2003

This paper studies the error of pressure, particle velocity, and intensity which are distributed in a space. Errors may be amplified when other sound field variables are predicted. We theoretically derive their bias error and random error. The analysis shows that many samples do not always guarantee good results. Random error of the velocity and intensity are increased when many samples are used. The characteristics of the amplification of the random error are analyzed in terms of the sample spacing. The amplification was found to be related to the spatial differential of random noise. The numerical simulations are performed to verify theoretical results.

• Earthquakes and Structures
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• 제14권4호
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• pp.313-322
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• 2018

The present study is dedicated to investigate the SH body-as well as Love-waves propagation effects in porous media with uncertain porosity and permeability. A unified formulation of the governing equations for one-dimensional (1-D) wave propagation in anisotropic porous layered media is presented deterministically. The uncertainties around the above two cited parameters are taken into account by random fields with the help of Monte Carlo Simulations (MCS). Random samples of the porosity and the permeability are generated according to the normal and lognormal distribution functions, respectively, with a mean value and a coefficient of variation for each one of the two parameters. After performing several thousands of samples, the mathematical expectation (mean) of the solution of the wave propagation equations in terms of amplification functions for SH waves and in terms of dispersion equation for Love-waves are obtained. The limits of the Love wave velocity in a porous soil layer overlaying a homogeneous half-space are obtained where it is found that random variations of porosity change the zeros of the wave equation. Also, the increase of uncertainties in the porosity (high coefficient of variation) decreases the mean amplification function amplitudes and shifts the fundamental frequencies. However, no effects are observed on both Love wave dispersion and amplification function for random variations of permeability. Lastly, the present approach is applied to a case study in the Adapazari town basin so that to estimate ground motion accelerations lacked in the fast-growing during the main shock of the damaging 1999 Kocaeli earthquake.

• Geomechanics and Engineering
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• 제8권5호
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• pp.663-674
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• 2015

Many seismically vulnerable regions in India and worldwide are located on deep soil deposits which extend to several hundred meters of depth. It has been well recognized that the earthquake shaking is altered by geological conditions at the location of building. As seismic waves propagates through uppermost layers of soil and rock, these layers serve as filter and they can increase the duration and amplitude of earthquake motion within narrow frequency bands. The amplification of these waves is largely controlled by mechanical properties of these layers, which are function of their stiffness and damping. Stiffness and damping are further influenced by soil type and thickness. In the current study, an attempt has been made to study the seismic site response of deep soils. Three hypothetical homogeneous soil models (e.g., soft soil, medium soil and hard soil) lying on bedrock are considered. Depth of half space is varied from 30 m to 2,000 m in this study. Controlled synthetic motions are used as input base motion. One dimensional equivalent linear ground response analyses are carried out using a computer package DEEPSOIL. Conventional approach of analysing up to 30 m depth has been found to be inadequate for deep soil sites. PGA values are observed to be higher for deeper soil profiles as compared to shallow soil profiles indicating that deeper soil profiles are more prone to liquefaction and other related seismic hazards under earthquake ground shaking. The study recommends to deal the deeper soil sections more carefully for estimating the amplification factors for seismic hazard assessment at the surface.

• 천문학회지
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• 제33권2호
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• pp.89-95
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• 2000

As an efficient method to detect blending of general gravitational microlensing events, it is proposed to measure the shift of source star image centroid caused by microlensing. The conventional method to detect blending by this method is measuring the difference between the positions of the source star image point spread function measured on the images taken before and during the event (the PSF centroid shift, ${\delta}{\theta}$c,PSF). In this paper, we investigate the difference between the centroid positions measured on the reference and the subtracted images obtained by using the difference image analysis method (DIA centroid shift, ${\delta}{\theta}$c.DIA), and evaluate its relative usefulness in detecting blending over the conventional method based on ${\delta}{\theta}$c,PSF measurements. From this investigation, we find that the DIA centroid shift of an event is always larger than the PSF centroid shift. We also find that while ${\delta}{\theta}$c,PSF becomes smaller as the event amplification decreases, ${\delta}{\theta}$c.DIA remains constant regardless of the amplification. In addition, while ${\delta}{\theta}$c,DIA linearly increases with the increasing value of the blended light fraction, ${\delta}{\theta}$c,PSF peaks at a certain value of the blended light fraction and then eventually decreases as the fraction further increases. Therefore, measurements of ${\delta}{\theta}$c,DIA instead of ${\delta}{\theta}$c,PSF will be an even more efficient method to detect the blending effect of especially of highly blended events, for which the uncertainties in the determined time scales are high, as well as of low amplification events, for which the current method is highly inefficient.

• 한국항공우주학회지
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• 제41권1호
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• pp.17-24
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• 2013

본 논문에서는 복합재료의 미시적 파손모드를 고려하는 복합재 파손예측 프로그램을 개발하였다. 개발된 프로그램의 검증을 위하여 원공이 있는 복합재 적층판 시편의 인장시험 및 정적 파손해석을 수행하였다. 먼저 적층각도별 복합재 시편에 대한 인장시험을 통하여 논문에 사용된 재료에 대한 SIFT 허용치를 산출하였고, 미시역학적 모델인 RVE에 대한 유한요소 해석을 통하여 변형률 증폭계수를 결정하였다. 또한 원공이 있는 복합재 적층판 시편에 대한 인장시험을 수행하고, 실험을 통해 얻어진 파손하중 결과를 바탕으로 유한요소 모델에 대하여 정적 파손해석을 수행하였다. 마지막으로 실험결과를 바탕으로 예측된 파손지수 결과를 평가함으로써 개발된 프로그램의 효용성을 검증하였다.

• 한국항공우주학회지
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• 제46권12호
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• pp.1021-1027
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• 2018

하이브리드 로켓에서 고주파수 대역의 압력진동(p')과 열 방출 진동(q')이 양의 결합이 저주파수 연소불안정 발생에 필수조건임을 검증하기 위한 실험연구를 수행하였다. 후연소실 길이와 연소 당량비를 변수로 설정하여 p' 진폭과 p', q'의 위상차를 조절하였으며 저주파수 연소불안정의 억제 여부를 판단하였다. 실험 결과에 의하면, 후연소실 길이가 증가하여도 p', q'의 위상차는 ${\pi}/2$ 이하로 연소불안정 발생조건을 유지하지만 p', q'의 결합강도인 RI(Rayleigh index)의 주기적 증폭이 약화되면서 연소불안정이 억제됐다. 또한 특정한 당량비에서 연소불안정이 발생하므로 순간 당량비를 변화시켜 p', q'의 결합을 음의 결합으로 천이시켜 연소 안정화가 이루어짐을 확인하였다. 따라서 고주파수 p', q'이 양의 결합과 RI의 주기적인 증폭으로 연결될 때 저주파수 연소불안정이 나타나는 발생 메커니즘의 중간 경로도 확인하였다.