• 한국가스학회:학술대회논문집
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• 한국가스학회 2002년도 춘계학술발표회 논문집
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• pp.59-66
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• 2002

• 한국대기환경학회:학술대회논문집
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• 한국대기환경학회 2004년도 추계학술대회 논문집
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• pp.222-223
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• 2004

• 한국대기환경학회:학술대회논문집
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• 한국대기환경학회 2004년도 추계학술대회 논문집
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• pp.291-293
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• 2004

• 분석과학
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• 제22권6호
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• pp.471-479
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• 2009

본 연구에서는 PCBs 함유 고상폐기물의 효율적 관리를 위해 현행 폐기물 공정시험방법의 용출 시험방법을 고상폐기물 종류별 표면채취법, 부재시험방법, 세정시험방법 등의 함량시험방법과 비교검토하여 PCBs 함유 고상폐기물의 시험방법(안) 및 기준(안)을 마련하였다. 우리나라의 표면채취법에 의한 비함침성 고상폐기물의 규제기준은 미국 및 일본과 같은 수준으로 각 국의 액상폐기물인 절연유 기준과 표면채취법에 의한 처리기준의 수치적 관계를 이용하여 산출하는 것이 타당한 것으로 판단되어진다. 이에 PCBs 함유 고상폐기물 중 규소강판 등 표면채취가 가능한 평면형 비함침성 부재는 표면채취법으로 시료를 채취하여 함량분석법으로 분석하는 경우, 비함침성 고상폐기물의 규제기준(안)을 $0.4 {\mu}g/100cm^2$으로 설정하였다. 또한, 표면채취가 어려운 시료를 일정한 크기로 잘라 부재를 채취한 후 함량분석법으로 분석하는 경우에는 규제기준을 0.04 mg/kg을 제안하였다.

• 한국측량학회지
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• 제6권2호
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• pp.34-41
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• 1988

오늘날 항공사진측량은 사용기재와 자료처리방법의 발달과 더불어 위치결정의 정확도가 날로 향상되고 있으며, 지상기준점측량을 하지 않고서 GPS를 이용한 사진기준점측량 방안이 모색되는 단계에 이르렀다. 해석도화기의 등장은 정확도와 효율성면에서 상당한 발전을 가능케 하였고 On-Line System의 구성을 통해서 사진 기준점측량의 작업환경을 크게 개선시켰다. 본 연구에서는 해석도화기를 이용한 사진기준점측량을 실시하여 저등급 측지기준점의 좌표결정에 있어서 정확도의 향상을 그 목표로 하고 있다. 연구결과 정확도 향상의 정도는 기존의 정밀도화기를 사용한 A.T.의 경우와 비교할 때에 평면에서 약 7%, 표고에서 약 40%의 정확도 향상을 가져왔다.

• Computers and Concrete
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• 제17권3호
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• pp.353-386
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• 2016

Realistic assessment of the performance of reinforced concrete structural members like columns is needed for designing new structures or maintenance of the existing structural members. This assessment requires analytical capability of employing proper material models and cyclic rules and considering various load and displacement patterns. A computer application was developed to analyze the non-linear, cyclic flexural performance of reinforced concrete structural members under various types of loading paths including non-sequential variations in axial load and bi-axial cyclic load or displacement. Different monotonic material models as well as hysteresis rules, were implemented in a fiber-based moment-curvature and in turn force-deflection analysis, using proper assumptions on curvature distribution along the member, as in plastic-hinge models. Performance of the program was verified against analytical results by others, and accuracy of the analytical process and the implemented models were evaluated in comparison to the experimental results. The computer application can be used to predict the response of a member with an arbitrary cross section and various type of lateral and longitudinal reinforcement under different combinations of loading patterns in axial and bi-axial directions. On the other hand, the application can be used to examine analytical models and methods using proper experimental data.

• 한국해양공학회지
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• 제33권6호
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• pp.535-546
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• 2019

The paper presents a closed-form analytical solution for the ultimate strength of sandwich panels with metal faces and an elastic isotropic core during combined in-plane compression and lateral pressure under clamped boundary condition. By using the principle of minimum potential energy, the stress distribution in the faces during uni-axial edge compression and constant lateral pressure was obtained. Then, the ultimate edge compression was derived on the basis that collapse occurs when yield has spread from the mid-length of the sides of the face plates to the center of the convex face plates. The results were validated by nonlinear finite element analysis. Because the solution is analytical and closed-form, it is rapid and efficient and is well-suited for use in practical structural design methods, including repetitive use in structural optimization. The solution applies for any elastic isotropic core material, but the application that stimulated this study was an elastomer-cored steel sandwich panel that had excellent energy absorbing and protective properties against fire, collisions, ballistic projectiles, and explosions.

• 한국대기환경학회지
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• 제19권6호
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• pp.679-687
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• 2003

In this study, we investigated the analytical techniques to quantify the ambient concentration of hydrogen sulfide (H$_2$S) in air at ppt concentration level. For this purpose, an on-line GC analytical system equipped with both pulsed-flame photometric detector (PFPD) and thermal desorption unit (TDU) was investigated by collecting ambient air samples. The results of our study generally indicated that calibration conditions of GC system is highly sensitive to affect the accuracy of the analytical technique. Most importantly. we found that the use of different matrices in the the preparation stage of working standards was sensitive to control the overall performance of this technique. The calibration of our analytical system was tested by the two types of working standard (prepared by mixing either with high purity $N_2$ or with the ambient air). According to this test, the latter represented more efficiently the detecting conditions of actual air samples. The peak occurrence patterns of both air samples and standards (prepared by mixing with ambient air) were altered in a similar manner as the function of the loaded volume; however, it was not the case for the $N_2$-mixed standards. Results of our study suggest that detection of H$_2$S is highly different from other sulfides and that its quantification requires minimiaing interfering effects of non -pure substance (like water vapor) and (either sorptive or destructive) loss effects.

• 한국도로학회논문집
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• 제19권4호
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• pp.37-44
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• 2017

PURPOSES : Conductive and convective heat transfer simulations for an asphalt mixture were made by using discrete element method (DEM) and similarity principle. METHODS : In this research, virtual specimens composed of discrete element method particles were generated according to four different predetermined particle size distribution curves. Temperature variations of the four different particles for a given condition were estimated and were compared with measurements and analytical solutions. RESULTS : The virtual specimen with mixed particles and with the smallest particle show very good agreement with laboratory test results and analytical solutions. As particle size decreases, better heat transfer simulation can be performed due to smaller void ratio and more contact points and areas. In addition, by utilizing the similarity principle of thermal properties and corresponding time unit, analytical time can be drastically reduced. CONCLUSIONS : It is concluded that the DEM asphalt mixture specimens with similarity principle could be used to predict the temperature variation for a given condition. It is observed that the void ratio has critical effect on prediction of temperature variation. Comparing the prediction for a 4 mm particle specimen with a mixed particle specimen, it is also concluded that predicting the mixed particle specimen temperature is much more efficient considering the number of particles that are directly associated with computational time in DEM analysis.

• Structural Engineering and Mechanics
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• 제54권1호
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• pp.87-103
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• 2015

This paper focuses on an analytical research on the critical buckling load of cylindrical shells with stepwise variable wall thickness under axial compression. An arctan function is established to describe the thickness variation along the axial direction of this kind of cylindrical shells accurately. By using the methods of separation of variables, small parameter perturbation and Fourier series expansion, analytical formulas of the critical buckling load of cylindrical shells with arbitrary axisymmetric thickness variation under axial compression are derived. The analysis is based on the thin shell theory. Analytic results show that the critical buckling load of the uniform shell with constant thickness obtained from this paper is identical with the classical solution. Two important cases of thickness variation pattern are also investigated with these analytical formulas and the results coincide well with those obtained from other authors. The cylindrical shells with stepwise variable wall thickness, which are widely used in actual engineering, are studied by this method and the analytical formulas of critical buckling load under axial compression are obtained. Furthermore, an example is presented to illustrate the effects of each strake's length and thickness on the critical buckling load.