• 천문학회지
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• 제32권1호
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• pp.65-73
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• 1999

In this study we present a new improved nonlinear calibration method for vector magnetograms made by the Solar Flare Telescope of BOAO. To identify Fe I 6302.5 line, we have scanned monochromatic images of the line integrated over filter passband, changing the location of the central transmission wavelength of a Lyot filter. Then we obtained a filter-convolved line profile, which is in good agreement with spectral atlas data provided by the Sacramento Peak Solar Observatory. The line profile has been used to derive calibration coefficients of longitudinal and transverse fields, employing the conventional line slope method under the weak field approximation. Our improved nonlinear calibration method has also been used to calculate theoretical Stokes polarization signals with various angles of inclination of magnetic fields. For its numerical test, we have compared input magnetic fields with the calibrated ones, which have been derived from the new improved non-linear method and the conventional method respectively. The numerical test shows that the calibrated fields obtained from the improved method are consistent with the input fields, but not with those from the conventional method. Finally, we applied our new improved method to a dipole model which characterizes a typical field configuration of a single, round sunspot. It is noted that the conventional method remarkably underestimates the transverse field component near the inner penumbra.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 춘계 학술발표회 초청강연 및 논문집
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• pp.963-971
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• 2008

Unsaturated soil mechanics has been often used to find out a cause of failure (tensile failure) of retaining walls and hill slopes containing sandy soils. Checking shear strength is a popular method by considering suction stress developed form pore water menisci among the grains and saturated pockets of pore water under negative pressure. Linear Mohr-Coulomb failure criterion is generally adopted as a failure criterion. However, depending on relative density, stress history, and the magnitude of stress, the failure behavior of sand may not follow linear M-C frictional behavior. For stress in the large compressive ranges, say from tens to hundreds of kPa, the linear M-C criterion is an adequate representation for the shear strength behavior of sand. However, less than tens of kPa, the M-C criterion often can not be accurately represented. Depending on failure criterion, the uniaxial tensile strength is different over 100% relative error. For sand behavior under small compression regimes, therefore, such as under low or zero gravity, or under undergoing tensile failure in the crest area of hill slopes or behind retaining walls, it is important to consider the non-linear behavior.

• 한국건설관리학회:학술대회논문집
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• 한국건설관리학회 2006년도 정기학술발표대회 논문집
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• pp.137-142
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• 2006

비용과 공기는 수익과 직접적인 상관관계를 갖는 중요한 요소로 성공적인 프로젝트를 위해서는 이들에 대한 정확한 예측이 이루어져야 한다. 현재 최종 공사비와 공기 예측을 목적으로 EVMS(Earned Value Management System)가 범용적으로 활용되고 있지만, 기존에 제시된 공사비 및 공기 예측모텔은 선형적인 예측방식을 사용하기 때문에 예측결과가 부정확하고 시공업체의 성향, 프로젝트의 특성, 진도율에 따른 변화 등을 고려하지 못하는 한계가 있었다. 본 연구에서는 건설산업의 다양한 특성이 반영될 수 있도록 PB-S curve와 다중회귀분석을 이용한 진행단계별 공사비 및 공기의 기울기 예측모델을 제안하고 이를 동해 최종 공사비 및 공기를 예측하고자 한다. 이를 위하여 국내 건설업체로부터 23건의 도로공사 EVMS 자료를 활용하여 공사 진행단계별 기울기 예측을 위한 회귀분석방정식을 도출하고, 활용성을 검증하였다.

• 한국농공학회논문집
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• 제61권1호
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• pp.131-144
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• 2019

The purpose of study was to determine the hygrophyte index of each plant(HIP) considering the moisture environment condition (MEC) of the native plants on the downstream slope of the fill dam and evaluate its applicability which to develop a method to search for leaks and saturated zones of the fill dam for status evaluation of precision safety diagnosis. The HIP was weighted average and consisted of 19 ranks. The weighted average was calculated according to the following three procedures: First, the linear assumption was made according to the actual habitat environmental conditions, the second one was weighted to 10% of the optimal habitat condition, and finally the average value of the distribution range values. The Hygrophyte index of vegetation at each plot (HIV) was obtained from the Sinheung reservoir (Yesan-gun, Chungcheongnam-do) using the results of vegetation survey of the Sinheung reservoir with precision safety diagnosis and suggested the use of the hygrophyte index of the cultivated vegetation. The average HIP range of plant species that emerged in 50 survey sites on the downstream slope of the Sinheung reservoir is 2.99 to 3.56. The coefficient of variation showed a large difference depending on the appearance of the leakage indicator plant(LIP) species. The range of HIV is 2.80 to 4.26, the mean value is 3.37, standard deviation is 0.37 and the coefficient of variation is 9.7%. As a result, the value of the coefficient of variation showed a large difference depending on the appearance of the plant species.

• 한국수자원학회논문집
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• 제41권12호
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• pp.1173-1185
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• 2008

노면배수시설의 설계방법을 임계지속시간의 고려 여부와 등류 및 부등류의 해석 방법에 따라 4가지로 구분하고, 각 방법에 따른 설계결과를 비교·검토하였다. 임계지속시간을 고려하지 않는 방법에서 설계강우는 10분 지속시간의 강우강도로 정하나, 임계지속시간을 고려할 경우 설계강우는 강우의 지속시간과 유출의 도달시간이 유사해지는 경우를 시산적으로 찾아 결정한다. 4가지 설계방법으로 수립된 설계모형을 다양한 수로의 종단경사 및 길어깨 횡단경사를 가지는 노면배수시설에 적용하고, 그 설계결과를 비교 검토하였다. 10분 지속시간의 강우강도를 이용하는 경우, 부등류 해석을 기반으로 설계한 유출구 간격은 종단경사와 길어깨 횡단경사가 작은 경우에만 등류 해석보다 크게 산정되었다. 반면 도달시간을 산정하여 임계지속시간을 결정하는 경우에는 본 연구에서 고려된 모든 조건에서 부등류 해석을 기반으로 설계한 유출구 간격이 등류 해석보다 크게 산정되었다. 그러나 도달시간을 산정하여 임계지속시간을 결정하고 부등류 해석을 기반으로 설계한 유출구 간격은 10분 지속시간의 강우강도를 적용하고 등류 해석을 기반으로 설계한 값보다 항상 작은 것으로 조사되었다.

• 대한화학회지
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• 제35권3호
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• pp.196-203
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• 1991

25$^{\circ}$C 때 벤조산과 메타 및 파라위치에 할로겐(F, Cl, Br)이 치환된 $pK_a$값을 메탄올-물 혼합용매(0∼80% 메탄올) 중에서 Fuoss-Kraus 식에 근거한 전도도법과 Gelb의 전도도법을 이용하여 결정하였다. 할로겐 치환기에 따른 벤조산의 $pK_a$ 변화를 전자받게 유도효과와 전자주게 공명효과로 복합시킨 치환기 상수(${\sigma}_1$ 및 ${\sigma}_R$)로써 논의하였다. ${\sigma}_1$가 $D^{-1}$에 대하여 양(+)의 기울기를 갖는 직선성을 보인 반면 ${\sigma}_R$은 $D^{-1}$에 대하여 음(-)의 기울기를 갖는 직선성을 보이고 있는데, 이를 field effect의 유전상수 의존성과 할로겐 치환기의 ${\pi}$-고립쌍 전자와 이온화 중심간의 through-space ${\pi}$-상호작용으로 해석하였다.

• 한국습지학회지
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• 제20권3호
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• pp.201-209
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• 2018

본 연구에서는 낙동강 주요 지류지천의 수질 모니터링 자료를 이용하여 수질지수를 산정하고 우선 관리가 필요한 지류지천을 파악하기 위해 장기 경향성 분석을 수행하였다. 환경부에서 시행하고 있는 실시간수질지수 방법을 적용하여 수질지수를 산정하고 모수 통계기법인 선형회귀와 비모수 통계기법인 Mann-Kendall Test와 Sen Slope Test를 적용하여 경향성을 분석하였다. 미전천2, 서교천2 지점을 제외한 주요 지류지천의 수질지수는 Fair 등급 이하의 범위에 있으며 북안천, 천내천, 호계천, 용덕천을 제외한 나머지 지점에 대해서는 유의성을 가진 경향이 나타나지 않았다. 따라서 본류에 대한 수질개선을 위해서는 지류에 대한 관리가 선행되어야 할 것으로 검토되었다.

• 화약ㆍ발파
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• 제31권1호
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• pp.33-40
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• 2013

개착식공법과 NATM 공법을 결합한 카린시안(Carinthian) 공법에 대한 관심이 증가하고 있다. 아치콘크리트를 이용한 설계 및 시공 사례가 증가하고 있으나, 아치 단면에 대한 별도의 적용 기준이 없다. 따라서 본 연구에서는 카린시안 공법에 대한 기준을 검토하기 위하여 지반조건과, 터널 상부 지층 두께, 되메움 두께, 상부 지반 지표면의 경사 각도를 변화시키는 등의 다양한 조건들에 대하여 수치해석을 수행하였다. 수치해석 결과들을 회귀분석법으로 분석하고, 유도된 회귀 분석식을 분류하고 정리하여 합리적이고, 경제적이며, 안전한 카린시안 공법의 기준을 제안하고자 하였다.

• Journal of Radiation Protection and Research
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• 제43권1호
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• pp.29-38
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• 2018

Background: Radon contributing about 42% of annual average dose, mainly comes from soil. In this paper, standard measurement procedures for soil radon exhalation rate are suggested and their measurement uncertainties are analyzed. Materials and Methods: We used accumulation method for estimating surface exhalation rate. The closed-loop measurement system was made up with a RAD7 detector and a surface chamber. Radon activity concentrations in the system were observed as a function of time, with data collection of 5 and 15-minute and the measurement time of 4 hours. Linear and exponential fittings were used to obtain radon exhalation rates from observed data. Standard deviations of measurement uncertainties for two approaches were estimated using usual propagation rules. Results and Discussion: The exhalation rates (E) from linear approach, with 30 minutes measurement time were $44.8-48.6mBq{\cdot}m^{-2} {\cdot}s^{-1}$ or $2.14-2.32atom{\cdot}cm^{-2}{\cdot}s^{-1}$ with relative measurement uncertainty of about 10%. The contributions of fitting parameter A, volume (V) and surface (S) to the estimated measurement uncertainty of E were 59.8%, 30.1% and 10.1%, in average respectively. In exponential fitting, at 3-hour measurement we had E ranged of $51.6-69.2mBq{\cdot}m^{-2} {\cdot}s^{-1}$ or $2.46-3.30atom{\cdot}cm^{-2}{\cdot}s^{-1}$ with about 15% relative uncertainty. Fitting with 4-hour measurement resulted E about $51.3-68.2mBq{\cdot}m^{-2} {\cdot}s^{-1}$ or $2.45-3.25atom{\cdot}cm^{-2}{\cdot}s^{-1}$ with 10% relative uncertainty. The uncertainty contributions in exponential approach were 75.1%, 13.4%, 8.7%, and 2.9% for total decay constant k, fitting parameter B, V, and S, respectively. Conclusion: In obtaining exhalation rates, the linear approach is easy to apply, but by saturation feature of radon concentrations, the slope tends to decrease away from the expected slope for extended measurement time. For linear approach, measurement time of 1-hour or less was suggested. For exponential approach, the obtained exhalation rates showed similar values for any measurement time, but measurement time of 3-hour or more was suggested for about 10% relative uncertainty.

• Computers and Concrete
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• 제3권4호
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• pp.213-233
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• 2006

Over the past years techniques for non-linear analysis have been enhanced significantly via improved solution procedures, extended finite element techniques and increased robustness of constitutive models. Nevertheless, problems remain, especially for real world structures of softening materials like concrete. The softening gives negative stiffness and risk of bifurcations due to multiple cracks that compete to survive. Incremental-iterative techniques have difficulties in selecting and handling the local peaks and snap-backs. In this contribution, an alternative method is proposed. The softening diagram of negative slope is replaced by a saw-tooth diagram of positive slopes. The incremental-iterative Newton method is replaced by a series of linear analyses using a special scaling technique with subsequent stiffness/strength reduction per critical element. It is shown that this event-by-event strategy is robust and reliable. First, the model is shown to be objective with respect to mesh refinement. Next, the example of a large-scale dog-bone specimen in direct tension is analyzed using an isotropic version of the saw-tooth model. The model is capable of automatically providing the snap-back response. Subsequently, the saw-tooth model is extended to include anisotropy for fixed crack directions to accommodate both tensile cracking and compression strut action for reinforced concrete. Three different reinforced concrete structures are analyzed, a tension-pull specimen, a slender beam and a slab. In all cases, the model naturally provides the local peaks and snap-backs associated with the subsequent development of primary cracks starting from the rebar. The secant saw-tooth stiffness is always positive and the analysis always 'converges'. Bifurcations are prevented due to the scaling technique.