• 대한토목학회논문집
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• 제37권5호
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• pp.787-799
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• 2017

저수지 제체 내 수로 구조물과 흙 접촉면의 장기적인 누수가 제체 파괴의 주원인 중의 하나 임에도 불구하고 이에 대한 연구는 미미한 실정이다. 배수통관과 같은 구조물이 부분 파손되어 누수가 발생하는 경우 외형적으로 관측하기 곤란하고 파이핑 등에 의한 제체 손상 우려가 있어 이에 대한 연구가 필요하다. 본 연구는 저수지 제체를 관통하는 배수 통관이 부등침하 등으로 인해 통관 일부가 파손되어 누수가 발생하는 경우 저수지의 제체 형태를 코어형 단면과 균일형 단면으로 구분하여 수위변화에 따른 2차원 침투해석을 수행하였다. 연구결과 저수지 등의 제체를 관통하는 배수 통관으로의 누수가 발생 할 경우 통관 하부보다는 상부가 파손되어 누수가 되는 경우가 파이핑 발생 가능성이 크며, 특히 제체 하류측에서 누수가 발생하는 경우 제체 중심 코어부의 존재는 제체 안정 유지에 도움을 주고 있다고 판단된다. 또한 저수지 제체 내부 간극수압의 급격한 감소가 관측되면 파이핑 발생 우려에 대한 심도 있는 고려가 필요할 것으로 사료된다.

• 대한조선학회논문집
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• 제39권4호
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• pp.32-41
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• 2002

본 논문에서는 고차경계요소법을 사용하여 폰툰형 초대형 구조물의 유탄성 응답을 해석하였다. 폰툰형 구조물의 설치가 예상되는 천수심 해역에서 유탄성 응답 해석에서 흘수의 영향을 고찰하였다. 초대형 구조물인 경우 실제 해상파의 파장 범위인 단파장 구간일 때 흘수의 영향을 무시한 해석은 구조물의 유탄성 응답과 상대파고를 과소평가 하는 것으로 나타나 폰툰형 구조물에서도 흘수 영향을 고려한 해석이 중요함을 보였다.

• 한국게임학회 논문지
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• 제19권4호
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• pp.49-64
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• 2019

본 연구는 세 가지 유형의 이중랜덤박스를 비교하여 살피고, 각각의 이중랜덤박스의 특징과 구조를 실제 게임 사례 중심으로 분석하였다. 유형은 1) 이중 마일리지 가챠, 2) 이중 기간한정 가챠, 3) 콤프 가챠로 분류된다. 연구의 결과 도출된 이중랜덤박스의 특징은 1) 다양한 종류의 가챠를 복합적으로 설계하는 경향이 있으며, 2) 최종 보상물은 게임에서 얻기 어렵거나, 게임상점에서 판매하지 않는다는 것이다. 해당 특징들로 말미암아 이중랜덤박스는 사행성이 있는 판매 전략이 될 수 있었으며, 본 연구에서는 이를 해결하기 위해 효과적인 자율 규제안의 재적용, 모니터링단의 전문성 강화, 게임사의 자발적 자정 노력이 필요함을 제언하였다.

• 펄프종이기술
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• 제46권4호
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• pp.93-100
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• 2014

The packaging with environment-friendly materials become more important issue since the concern for the environment and the disposal of waste such as the packaging materials has increased. Although the paper based packaging such as corrugated box are widely used as a typical environment-friendly packaging stuff, the heat insulation properties of paper packaging did not get many attention. In this study, the heat insulation properties of paper were deeply evaluated to improve the functional properties as packaging material of the cold storage goods. The simple device for evaluating the heat insulation of paper product was developed. Subsequently, the changes in the heat insulation depending on the paper structure and the addition of the inorganic fillers were investigated by using the instrument. The higher basis weight and the less beating time resulted in the bulkier structure and the less efficiency of heat transfer. The addition of the perlite powder as a filler resulted in the great increase in the heat insulation, although the addition of the calcium carbonate decreased the heat insulation potential of paper.

• 한국자동차공학회논문집
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• 제18권6호
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• pp.38-45
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• 2010

Welding structures are designed to endure its expected life. The most important factors are life. Especially on welded structure, fatigue strength is critical. So this study performed a research on Box and T shape weldment specimen to examine the influence of welding type. In this experiment, the results indicate Box shape was available in more than T shape. Fatigue tests were performed to evaluate the fatigue strength of the both as-welded and statically pre-loaded specimens by 3 point bending load. Fatigue life can be improved by using Ultrasonic Impact Treatment(UIT) effect. Ultrasonic Impact Treatment(UIT) is excellent for eliminating the tensile residual stresses and generating compressive residual stresses which elevate fatigue strength of welded structures. Also, this shows that welding part has better fatigue life and welding was performed well. In this study, to evaluate the Ultrasonic Impact Treatment(UIT) effect, for welding structure, the experiment was conducted at various levels of stress range between 100MPa and 500MPa. From the test results, it was indicated that fatigue performance was improving by Ultrasonic Impact Treatment(UIT)

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2005년도 추계학술대회논문집
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• pp.390-393
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• 2005

In this study, examined heavy-weight floor impact sound to rahmen structure(steel reinforced concrete structure) and bearing-wall structure(box frame type structure) that have slab thickness of 4 form at a standard laboratory through noise and vibration measured. The results of ANSYS modeling of structures was predicted that the nature natural frequency increased according to change of thickness of each slab by finite element analysis, and acceleration value decreased. Rahmen structures compares with bearing-wall structure, nature frequency was predicted low. Measurement results of natural frequency and acceleration level for structures at a standard laboratory, tendency department such as ANSYS modeling appeared. Rahmen structures appeared that reduction effect is less in Acceleration level and heavy impact sound transmission level comparing with bearing-wall structure.

• 한국복합재료학회:학술대회논문집
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• 한국복합재료학회 2000년도 춘계학술발표대회 논문집
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• pp.93-96
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• 2000

The theory of non-prismatic folded plate structures was reported by the senior author in 1965 and 1966. Fiber reinforced composite materials are strong in tension. The structural element for such tension force is very thin and weak against bending because of small bending stiffnesses. Naturally, the box type section is considered as the optimum structural configuration because of its high bending stiffnesses. Such structures can be effectively analyzed by the folded plate theory with relative ease. The "hollow" bending member with uniform cross-section can be treated as prismatic folded plates which is a special case of the non-prismatic folded plates. Tn this paper, the result of analysis of a folded plates with one box type uniform cross-section is presented. Each plate is made of composite laminates with fiber orientation of [ABBCAAB]$_r$, with A=-B=$45^{\circ}$, and C=$90^{\circ}$. The influence of the span to depth ratio is also studied. When this ratio is 5, the difference between the results of folded plate theory and beam theory is 1.66%. is 1.66%.

• 박물관보존과학
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• 제25권
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• pp.27-34
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• 2021

국립중앙박물관 고려나전향상(高麗螺鈿香箱)은 당대의 제작기법과 미학적 표현을 종합적으로 보여주는 대표 문화재이다. 본 연구에서는 원형복원에 필요한 백골 제작에 사용된 수종 및 목공기술과 나전의 해부학적 특징을 조사하였다. 조사 결과 고려나전향상은 삼나무로 만들었으며 이는 일본과 교역관계를 짐작할 수 있으며 뚜껑 하단에 있는 띠 부분 부착하기 위하여 모서리 부분에 "주름꺾기법"을 사용한 것과 상판과 측판의 결합을 위하여 나무못을 사용한 것은 얇은 판재를 효율적으로 사용하기 위한 것으로 판단된다. 그리고 사용된 나전의 해부학적 특징을 조사한 결과 얇은 판상의 적층구조가 확인되었다. 이러한 특징은 일부 패각류에서 관찰되며 정확한 패각의 식별을 위한 연구가 필요하다.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2005년도 추계학술대회 논문집
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• pp.1159-1164
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• 2005

Seismic analysis methods in use on ground structure are equivalentstatic analysis, response-displacement method and dynamic analysis etc. Equivalentstatic analysis does not considerdynamic effect, and dynamic analysis process is very complex. then 'Urbanrail transit earthquake-resistance design standard (2005.06)' is persuading that analyze by response displacement method that consider enough dynamic effect of ground structure statically. But, It is very complex and difficult to apply response-displacement method in the field. So, modified equivalentstatic analysis or pseudo static analysis that is easy to apply in the field and have rationality of design is practically used. In this study, I try to prescribe the applicable scale of structure and static analysis that have calculative effectiveness about response-displacement method by comparing and analyzing the result of each analysis method according to the scale of urban rail transit' box type concrete structure and by performing seismic analysis that apply modified equivalentstatic analysis, pseudo static analysis and response-displacement method changing the kind of ground, depth of bedrock, size of structure.

• Structural Engineering and Mechanics
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• 제42권4호
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• pp.571-587
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• 2012

This paper presents results of a numerical analysis performed on a corrugated steel plate (CSP) bridge during a backfilling process. The analysed bridge structure was a box culvert having a span of 12315 mm as well as a clear height of 3550 mm. Obtained calculation results were compared with the experimental ones. The paper is presented with the application of the Fast Lagrangian Analysis of Continua (FLAC) program based on the finite differences method (FDM) to determine behaviour of the soil-steel bridge structure during backfilling. The assumptions of a computational 2D model of soil-steel structure with a non-linear interface layer are described. Parametric analysis of the interface element is also given in order to receive the most realistic calculation results. The method based on this computational model may be used with large success to design calculations of this specific type of structure instead of the conventional and fairly inaccurate analytical methods. The conclusions drawn from such analysis can be helpful mostly for the assessment of the behaviour of steel-soil bridge structures under loads of backfilling. In consideration of an even more frequent application of this type of structure, conclusions from the conducted analysis can be generalized to a whole class of similar structural bridge solutions.