• 한국물환경학회지
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• 제28권3호
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• pp.384-393
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• 2012

Saemangeum lake is an artificial lake created by reclamation works and an estuary embankment since 2006. The sea water flows into the lake by the operation of two sluice gates, and the freshwater enters into the lake by the upper streams. For the reflection of hydrology and hydrodynamics effects in Saemangeum area, a hydrodynamics model was developed by connecting Hydrological Simulation Program with Fortran (HSPF) and Environmental Fluid Dynamic Code (EFDC). The HSPF was applied to simulate the freshwater discharge from the upper steam watershed, and the EFDC was performed to compute water flow, water temperature, and salinity based on time series from 2008 to 2009. The calibration and validation are performed to analyze horizontal and vertical gradients. The horizontal trend of model simulation results is reflected in the trend of observed data tolerably. The vertical trend is conducted an analysis of seasonal comparisons because of the limitation of vertically observed data. Water temperature reflects on the seasonal changes. Salinity has an effect on the near river input spots. The impact area of salinity is depending on the sea water distribution by gate operation, mainly.

• Journal of the Korean Physical Society
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• 제73권12호
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• pp.1814-1820
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• 2018

With the publication of TRS-483 in late 2017 the IAEA has established an international code of practice for reference dosimetry in small and non-standard fields based on a formalism first suggested by Alfonso et al. in 2008. However, data on beam quality correction factors ($k^{f_{msr},f_{ref}}_{Q_{msr},Q_0}$) for the Leksell Gamma $Knife^{(R)}$ $Perfexion^{TM}$ is scarce and what little data is available was obtained under conditions not necessarily in accordance with the IAEA's recommendations. This study constitutes the first systematic attempt to calculate those correction factors by applying the new code of practice to Monte Carlo simulation using the GEANT4 toolkit. $k^{f_{msr},f_{ref}}_{Q_{msr},Q_0}$ values were determined for three common ionization chamber detectors and five different phantom materials, with results indicating that in most phantom materials, all chambers were well suited for reference dosimetry with the Gamma $Knife^{(R)}$. Similarities and differences between the results of this study and previous ones were also analyzed and it was found that the results obtained herein were generally in good agreement with earlier PENELOPE and EGSnrc studies.

• 한국구조물진단유지관리공학회 논문집
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• 제24권6호
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• pp.92-101
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• 2020

제한 중량을 초과하는 분리 불가능한 기중기 차량의 통행에 대한 교량 안전성 평가를 위한 합리적인 방법의 개발이 필요하다. 이 연구에서는 최근 도입된 신뢰도기반 도로교설계기준 한계상태설계법 개발에 적용된 동일한 방법을 기중기 차량 활하중계수 보정에 적용한다. 콘크리트 교량을 대상으로 구조해석을 수행하여 기존 설계기준에 의한 소요강도와 현행 설계기준 및 AASHTO LRFD에 의한 소요강도를 비교하고 실교량 단면의 설계강도를 비교하였다. 비계수 활하중 효과를 비교하면, 기중기 활하중이 현행 설계기준의 활하중과 기존 설계기준의 활하중보다 더 컸다. 보정된 활하중계수를 적용한 소요강도를 비교하면, 기존 설계기준의 소요강도가 가장 크고 기중기 활하중 효과는 현행 설계기준의 소요강도와 비슷하다. 기중기 통행 후보 노선 상의 실교량에 대한 안전성 평가 결과는 모든 교량에 대하여 설계기준에서 요구하는 목표신뢰도지수와 동일한 신뢰도를 확보하고 있으며, 실교량 강도는 기중기 통행에 필요한 소요강도보다 커서 대상 기중기 통행에 대한 안전성이 확인된다.

• Nuclear Engineering and Technology
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• 제52권4호
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• pp.755-763
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• 2020

The critical flow phenomenon has been studied because of its significant effect for design basis accidents in nuclear power plants. Transition points from thermal non-equilibrium to equilibrium are different according to the geometric effect on the critical flow. This study evaluates the uncertainty parameters of the critical flow model for analysis of DBA (Design Basis Accident) with the MARS-KS (Multi-dimensional Analysis for Reactor Safety-KINS Standard) code used as an independent regulatory assessment. The uncertainty of the critical flow model is represented by three parameters including the thermal non-equilibrium factor, discharge coefficient, and length to diameter (L/D) ratio, and their ranges are determined using large-scale Marviken test data. The uncertainty range of the thermal non-equilibrium factor is updated by the MCDA (Model Calibration through Data Assimilation) method. The updated uncertainty range is confirmed using an LBLOCA (Large Break Loss of Coolant Accident) experiment in the LOFT (Loss of Fluid Test) facility. The uncertainty ranges are also used to calculate an LBLOCA of the APR (Advanced Power Reactor) 1400 NPP (Nuclear Power Plants), focusing on the effect of the PCT (Peak Cladding Temperature). The results reveal that break flow is strongly dependent on the degree of the thermal non-equilibrium state in a ruptured pipe with a small L/D ratio. Moreover, this study provides the method to handle the thermal non-equilibrium factor, discharge coefficient, and length to diameter (L/D) ratio in the system code.

• 대한토목학회논문집
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• 제6권4호
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• pp.53-60
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• 1986

현행(現行) 재래식(在來式) 철근(鐵筋)콘크리트 표준시방서(標準示方書)의 강도설계규준(强度設計規準)을 대치(代置)할 수 있는 AFOSM 신뢰성(信賴性) 이론(理論)에 의한 LRFD 신뢰성(信賴性) 설계규준(計規準)을 제안(提案)하는 것이 본(本) 연구(硏究) 주요내용(主要內容)이다. 우리의 현실(現實)을 고려한 각(各) R.C. 구조요소별(構造要素別) 저항(抵抗) 및 하중효과(荷重効果)의 불확실량(不確實量)을 사용하여 현행(現行) R.C. 표준시방서(標準示方書)의 신뢰성(信賴性) 수준(水準)을 검정(檢定)하므로서 우리 실정(實情)에 맞는 합리적(合理的)인 목표신뢰성지수(目標信賴性指數)를 선택한 다음, 확률변수(確率變數)의 비정규분포(非正規分布)를 등가(等價)의 정규분포(正規分布)로 변환(變換)시킨 Rackwitz-Fiessler의 실용적(實用的) 알고리즘을 이용한 AFOSM 법(法)에 의해 계산(計算)된 하중조합별(荷重組合別) 하중(荷重) 및 저항계수(抵抗係數)로부터 합리적(合理的)인 공통(共通) 하중계수(荷重係數)를 선정하고 이에 대응(對應)하는 각(各) 요소별(要素別) 저항계수(抵抗係數)를 산정(算定)하므로서 LRFD 설계규준(設計規準)을 제안(提案)하였다. 본(本) 연구(硏究)에서 제안(提案)하는 R.C. 구조(構造)의 LRFD 신뢰성(信賴性) 설계규준(設計規準)을 현행(現行) R.C. 표준시방서(標準示方書)의 강도설계규준(强度設計規準)에 대응(對應)하는 설계규준(設計規準)으로 도입(導入)함이 바람직하다는 사실(事實)을 확인할 수 있었다.

• Journal of Radiation Protection and Research
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• 제38권1호
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• pp.37-43
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• 2013

TLD를 이용하여 중성자 선량을 측정할 경우, TLD는 중성자 에너지에 대한 반응도 차이가 크기 때문에 현장 중성자장의 스펙트럼 특성에 맞는 에너지 반응도 보정이 반드시 필요하다. 본 실험에는 소형으로 가공된 TLD 소자를 사용하여 $^{252}Cf$ 중성자장에 설치된 내부구조가 복잡하고 좁은 Long-Counter (중성자 검출기) 내외부에서의 중성자 주위선량당량(ambient dose equivalent)을 측정하였다. 측정결과는 입자수송해석코드(MCNPX)를 이용한 계산결과와 비교하였다. 기존의 TLD 교정 선원인 $D_2O$ 감속 $^{252}Cf$만으로 교정하여 판독한 결과값은 전산모사 계산값과 많은 차이를 보였다. 그러나 bare 및 $D_2O$ 감속 $^{252}Cf$ 선원을 사용하여 생산한 두 교정인자를 혼용한 판독값은 계산값과 비슷하였다. 결과적으로, TLD 소자는 사용 현장과 비슷한 특성을 가지는 중성자장에서 교정되어야지만 올바른 선량평가가 가능함을 확인하였다.

• 산업기술연구
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• 제17권
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• pp.95-101
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• 1997

A smart pressure measurement system is described, which provides a precise A/D conversion and is highly suitable for communication with microprocessors. In order to avoid unstable problems of remote pressure sensing we have developed a new interface board which performs the A/D conversion and smart signal processing of the measured pressure data. Serial communication software which is based on ASCII code commands is also developed to process initial setup and calibration functions as well as multi-drop communication with PC. The test and evaluation of the proposed system has been shown as having the better performance compared to the other types of existing pressure measuring systems and will give good applications to the industrial use where a highly precision remote sensing is needed.

• Steel and Composite Structures
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• 제9권1호
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• pp.39-58
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• 2009

Composite joints, considering the composite action of steel and concrete, exhibit, in general, high strength and high ductility. As a consequence, the use of this type of joint has been increasing in many countries, especially in those that are located in earthquake-prone regions. In this paper, a hysteretic model with pinching is presented that is able to reproduce the cyclic response of steel and composite joints. Secondly, the computer implementation and adaptation of the model in a spring element within the computer code Seismosoft is described. The model is subsequently calibrated using a series of experimental test results for composite joints subjected to cyclic loading. Finally, typical parameters for the various joint configurations are proposed.

• 한국산학기술학회논문지
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• 제5권1호
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• pp.29-33
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• 2004

본 논문에서는 컴퓨터로 정밀 계측기기들을 자동 제어하고 데이터를 측정하기 위하여 기존의 상용 프로그램을 사용하지 않고 Excel VBA(Visual Basic for Applications)를 이용하는 방법에 대하여 연구하였다. 이는 반복측정 및 통계적 수치계산 등에서 많은 장점을 지니고 있어 수많은 국가교정기관 및 일반 산업체에서 유용하게 사용될 수 있으리라 사료된다.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 1992년도 가을 학술발표회 논문집
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• pp.79-89
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• 1992

This study is directed to propose a stability analysis and Design Criteria for Bridge Caisson foundations, with Could possibly replace the traditionals W.S.D. provisions of the Current Code, based on the FBOR(Load Factors based on optimum Reliability). The optimum reliability indices(Vertical bearing Capacity : $\beta$opt : 3.19, Lateral bearing Capacity : $\beta$opt= 3.15(ordinary), $\beta$opt : 2.93 (earthquake), Shearing resistance Capacity ; $\beta$opt : 2.87) are Selected as optimal Values Considering our practice base on the Calibration with the current Bridge Caisson foundation design Safety provisions, Load and resistance factors are measure by Using the proposed uncertainties and the Selected optimum reliability indices. furthermore, a set of nominal safety factors are proposed for the U.S.D. design provisions.