• Journal of Radiation Protection and Research
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• 제23권1호
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• pp.1-6
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• 1998

영광 원전 지역에 적용될 수 있는 액체 방사성 물질의 확산 모델을 개발하였다. 영광에서의 해양 확산 조건은 매우 복잡하기 때문에 수치적 모델을 적용하는 것은 매우 어렵다. 따라서 비교적 단순하면서도 신뢰성 있는 미규제 지침 1.113에서 제시한 통계적 모델을 적용하였다. 이를 통해, 발전소 운전 조건이나, 피폭 경로에 따른 희석 인자를 계산할 수 있는 컴퓨터 코드를 개발하였다. 액체 방사성 물질의 확산에 대해서, 혼합 범위에 따라 근거리 혼합 모델과 원거리 혼합 모델로 구분하여 모델을 개발하였다. 근거리 혼합 현상은 부력과 초기 운동량 및 난류에 의해 결정된다. 원거리 혼합에서는 대기 중의 구름 확산과 유사하게 가우시안푸륨 모델을 적용할 수 있다. 서로 다른 피폭 경로에 대해 물리적으로 타당한 적분을 수행함으로서, 경로에 따른 희석 인자를 구할 수 있었다. 개발된 모델을 사용하여 계산한 결과에 의하면, 현행 영광 ODCM에 사용되는 희석 인자는 상당히 과평가되어 있음을 알 수 있다.

• 정보저장시스템학회논문집
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• 제4권1호
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• pp.1-5
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• 2008

Super-resolution near-field structure (super-RENS) technology and solid immersion lens (SIL) based near-field (NF) technology have been expected as promising approaches to increase data capacity or areal density of optical disc. Super-RENS technology has been studied until now using mainly numerical aperture (NA) of 0.85 far-field optical system and possibility of tangential data density increment have been presented. NF technology has been studied with NA over 1 and presented demonstration of removable performance. To achieve much higher density, approach to increase NA of super-RENS by NF technology (Near-Field Super-Resolution, NFSR) can be a candidate and we think this technology would be advantageous compared to wavelength reduction or much higher NA increment of NF technology or much smaller effective optical spot size reduction of far-field super-resolution technology. In this paper we present readout result of ROM media having monotone pits using NF optical system with wavelength of 405nm and NA of 1.84 surface type SIL. GeSbTe material was used for super resolution active layer and pit length is 37.5nm which is shorter than resolution limit 55nm. We present the feasibility of NFSR technology by confirming the CNR threshold according to readout power (Pr) and CNR 33dB over threshold Pr.

• 소음진동
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• 제7권1호
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• pp.43-53
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• 1997

This paper investigated the practical use for measuring the structural intensity (power flow per width of cross section) in a uniform semi-infinite beam in flexural vibration. The structural intensity is obtained as a vector at a measurement point, One-dimensional structural intensity can be obtained from 4-point cross spectral measurement, or 2-point measurement on the assumption of far field. The measurement errors due to finite difference approximation and phase mismatch of accelerometers are examined. For precise measurements, it would be better to make the value of k$\delta$(wave number x space between accelerometers) between 0.5 and 1.0. Formulation of the relation between bending waves in structures and structural intensity makes it possible to separate the wave components by which one can get a state of the vibration field. Experimental results are obtained from 2- and 4-point measurement performed at 200mm (near field) and 400mm (far field) apart from excitation point in random excitation. the results are compared with the theoretical values and measured values of input power spectrum in order to verify the accuracy of structural intensity method, 2-point method is suggested as the practical structural intensity method.

• 산업기술연구
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• 제18권
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• pp.131-138
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• 1998

Numerical modeling for electromagnetic exploration methods are essential to understand behaviours of electromagnetic fields in complex subsurfaces. In this study, a finite element method was adopted as a numerical scheme for the 2.5-dimensional forward problem. And a finite element equation considering linear conductivity variation was proposed when 2.5-dimensional differential equation to couple eletric and magnetic field was implemented. Model parameters were investigated for near-field with large source effects and far-field with responses dominantly by homogeneous half-space. Numerical responses by this study were compared with analytic solutions in homogeneous half-space and compared with other three dimensional numerical results.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2002년도 춘계 학술발표회 논문집
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• pp.117-124
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• 2002

The major purpose of this study is to determine the dynamic behavior of soil-pile-structure interaction system considering the underground cavity. For the analysis, a numerical method fur ground response analysis using FE-BE coupling method is developed. The total system is divided into two parts so called far field and near field. The far field is modeled by boundary element formulation using the multi-layered dynamic fundamental solution that satisfied radiational condition of wave. And this is coupled with near field modeled by finite elements. For the verification of dynamic analysis in the frequency domain, both forced vibration analysis and free-field response analysis are performed. The behavior of soil non-linearity is considered using the equivalent linear approximation method. As a result, it is shown that the developed method can be an efficient numerical method to solve the seismic response analysis considering the underground cavity in 2D problem.

• 한국지반공학회논문집
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• 제33권11호
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• pp.21-34
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• 2017

지하투과레이더 신호는 같은 대상지반에 대하여 탐사를 수행하더라도 안테나의 지향성에 따라 신호의 진폭이 다르게 측정될 수 있으므로 이상구간 평가 시 안테나의 지향성을 고려하여야 한다. 본 논문의 목적은 전자기파의 반사특성분석을 통하여 안테나의 지향성을 조사하고, 지향성에 따른 이상구간의 검측이 가능한 각도의 유효범위를 평가하는 것이다. 지향성 측정을 위하여 원형의 금속봉을 반사체로 설정하고 전자기파의 E-평면(E-plane)과 H-평면(H-plane)에 대하여 안테나와 이루는 각도와 거리를 조절하며 반사파를 측정하였다. 측정된 반사파의 분석을 통하여 안테나에 대한 영역의 경계를 설정하였으며, 근거리장 및 원거리장 영역에서 각각 서로 거리가 다른 두 지점을 설정하여 근거리장 및 원거리장 영역에서의 방사 패턴을 조사하였다. 방사 패턴 측정 결과, 근거리장에서는 E-평면 및 H-평면 모두 최소 $50^{\circ}$ 이상의 구간에서 부엽이 나타나 주엽 방향 및 부엽 방향에 대하여 지향성을 보인 반면, 원거리장에서는 주엽 방향에 대해서만 지향성을 보였다. 근거리장 영역에서는 반사파의 진폭이 변동을 보이긴 하나 반사파와 잡음의 구분이 가능하여 분석의 신뢰도가 높은 반면 원거리장 영역에서는 반사파의 진폭은 안정된 모습을 보였으나 전자기파손실이 크기 때문에 반사파와 잡음의 구분이 어려워 분석의 신뢰도가 낮을 것으로 판단되었다. 본 연구에서 수행된 근거리장과 원거리장에서의 지향성 평가는 도심지와 같이 임의의 위치 및 깊이에 존재할 수 있는 이상구간 평가시 신뢰도 향상에 활용될 수 있음을 보여준다.

• 한국연소학회:학술대회논문집
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• 한국연소학회 2006년도 제32회 KOSCO SYMPOSIUM 논문집
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• pp.105-110
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• 2006

Many previous works have been performed to provide correlations of flame length, theoretically and experimentally. Most of these results studied were conducted in vertical turbulent flame with no coaxial air condition. The present study analyzes the flame length scaling with coaxial air. In turbulent hydrogen non-premixed jet flames with coaxial air, flame length scaling theoretically proposed so far has been related with the concept of a far-field equivalent source. At high coaxial air to fuel velocity ratio, $U_A/U_F$, however, this scaling theory has some difference with experimental flame length data. This difference is understood to be due to the fact that the theory is based on far-field notion, while the effect of coaxial air on jet flame occurs in the region near the nozzle exit. Therefore, we define effective jet density $P_{eff}$ involving the concept of near-field so that effective jet diameter can be extended to the near-field region. In this condition, we modify the correlation and compare with experimental data.

• 한국인터넷방송통신학회논문지
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• 제22권2호
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• pp.43-50
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• 2022

본 논문에서는 밀리미터파 W대역에서 동작하는 안테나 성능 측정을 위한 원-전계 측정 시스템을 설계하고 검증하였다. 안테나 성능 시험은 안테나의 종류, 측정 항목, 측정 환경 및 기간 등에 따라 측정 시스템을 선택해야 한다. 근접 전계 측정은 안테나가 다중 채널을 가지거나 다양한 빔을 가지고 있을 경우, 측정 항목이 증가하기 때문에 많은 시간이 소요된다. 이러한 안테나는 원-전계 측정을 통해 측정 시간을 단축 할 수 있고 필요한 측정 항목만 측정이 가능하다. 따라서 본 연구는 원-전계 측정 시스템을 고출력 레이저를 이용하여 정밀한 정렬을 확보하고 이중 증폭기 시스템을 적용하여 측정 정확도를 향상하였다. 설계된 시스템은 무반향 챔버 내 구축하였으며 검증된 근접 전계 측정 시스템과 비교하여 검증하였다.

• Earthquakes and Structures
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• 제13권2호
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• pp.119-130
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• 2017

This paper presents a numerical investigation on the seismic behavior of isolated bridges with supplemental viscous damping. Usually very large displacements make seismic isolation an unfeasible solution due to boundary conditions, especially in case of existing bridges or high risk seismic regions. First, a suggested optimal design procedure is introduced, then seismic performance of three real bridges with different isolation systems and damping levels is investigated. Each bridge is studied in four different configurations: simply supported (SSB), isolated with 10% damping (IB), isolated with 30% damping (LRB) and isolated with optimal supplemental damping ratio (IDB). Two of the case studies are investigated under spectrum compatible far-field ground motions, while the third one is subjected to near-fault strong motions. With respect to different design strategies proposed by other authors, results of the analysis demonstrated that an isolated bridge equipped with HDLRBs and a total equivalent damping ratio of 70% represents a very effective design solution. Thanks to confirmed effective performance in terms of base shear mitigation and displacement reduction under both far field and near fault ground motions, as well as for both simply supported and continuous bridges, the suggested control system provides robustness and reliability in terms of seismic performance also resulting cost effective.

• Structural Engineering and Mechanics
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• 제86권1호
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• pp.29-48
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• 2023

Pounding happens when contiguous structures with differing heights vibrate out of line caused by a seismic activity. The situation is aggravated due to the insufficient separation gap between the structures which can lead to the crashing of the buildings or total collapse of an edifice. Countries around the world have compiled building standards to address the pounding issue. One of the strategies recommended is the introduction of the separation gap between structures. AS1170.4-2007 is an Australian standard that requires 1% of the building height as a minimum separation gap between buildings to preclude pounding. This article presents experimental and numerical tests to determine the adequacy of this specification to prevent the occurrence of seismic pounding between steel frame structures under near-field and far-field earthquakes. The results indicated that the recommended minimum separation gap based on the Australian Standard is inaccurate if low-rise structure in a coupled case is utilised under both near and far field earthquakes. The standard is adequate if a tall building is involved but only when a far-field earthquake happens. The research likewise presents results derived by using the ABS and SRSS methods.