• 한국정밀공학회지
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• 제17권12호
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• pp.209-216
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• 2000

The lateral behavior of the moving web is critical to the quality of the web products. The alignment of the rollers carrying the web is found to be one of important factors to the lateral behavior of the moving web. But, the study on the effect of the tilting roller in the direction of the normal to the moving web on the lateral behavior has not been reported in the literature yet. For example, the contact roller often contacts the winding roll in a tilted fashion and causes the lateral motion of the winding web, which induces the offset on the wound roll. The lateral dynamics of the moving web induced by a tilted roller in normal direction of a web is investigated in this paper. The two-dimensional dynamic model developed by Shelton is extended to investigate the effect of a titled roller in a normal direction of the moving web on the lateral motion of the moving web. New boundary conditions are developed to solve the extended model. Computer simulation study proved that the model developed can be used to predict the lateral motion of the moving web ？ to a tilted roller in normal direction of the moving web. The lateral deflection is increased exponentially a the tilting angle is increased. As the length of web span is increased, the amount of lateral deflection was increased almost linearly for the same tilting angle. The lateral dynamics turned out to be almost independent to the operating tension. The model developed can be used to solve the offset problem of the staggered winding and also to design a new web guiding mechanism.

• 콘크리트학회논문집
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• 제13권6호
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• pp.584-592
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• 2001

철근콘크리트보(reinforced concrete beam)는 콘크리트의 압축강도에 비해 낮은 인장강도로 인해 사용하중 단계에서 균열이 발생하게 된다. 발생된 균열에 의해 감소된 콘크리트의 휨강성은 전체적인 구조물의 강도와 강성을 감소시킨다. 인장강도 및 휨강도를 증가시킨 섬유보강 콘크리트(fiber reinforced concrete)를 인장영역에 이용함으로서 구조물의 강도와 강성을 증가시킬 수 있을 뿐만 아니라 균열 및 처짐이 감소되는 효과가 있으므로 구조물의 전체적인 안전성과 사용성을 확보할 수 있다. 본 연구에서는 보통강도 콘크리트(normal strength concrete)와 고인장강도 콘크리트(high tensile strength concrete)의 합성으로 이루어진 이중 콘크리트보(dual concrete beam)의 힘의 평형조건과 변형률 적합조건을 이용하여 탄성해석과 극한해석 모델을 제안한다. 세 가지 종류의 철근비에 대해 각각 하나의 철근콘크리트보와 두 개의 이중 콘크리트보를 시험하여 이중 콘크리트보의 구조적 강성을 검토하였다. 이중 콘크리트보는 철근콘크리트보에 비해 약 30%이상의 극한하중의 증가를 나타내었고, 휨강성의 증가와 더불어 처짐이 감소되었다.

• 한국방사성폐기물학회:학술대회논문집
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• 한국방사성폐기물학회 2005년도 추계 학술대회 논문집
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• pp.339-347
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• 2005

IP-2형 운반용기는 정상운반조건의 낙하시험을 거친 후에 방사성내용물의 유실 또는 분산이 없고 외부표면에서의 방사선량률이 $20\%$ 이상 증가할 수 있는 차폐능력의 상실이 없어야 한다. 차폐체의 두께가 큰 경우에는, 볼트체결방식을 사용하면 IP형 운반용기로 많이 사용되고 있는 ISO 컨테이너에서의 문을 사용하는 경우보다 방사성내용물의 유실 또는 분산이 일어나지 않을 것이다. 본 연구에서는 볼트체결방식의 IP-2형 운반용기에 대한 낙하시험을 실시하기 전에, 낙하방향에 따른 볼트인장력과 볼트체결력을 시험으로 평가하는 방법을 알아보기 위하여 예비시험모델을 제작하여 시험 및 평가하였다. 바닥과 뚜껑방향의 수직낙하, 수평낙하, 4방향의 경사낙하 등 총 7가지 낙하방향으로 자유낙하를 실시하였다. 낙하충격에 의한 볼트인장력은 힘센서를 이용하여 측정하였고, 볼트체결력은 낙하시험 전의 체결토르크에서 낙하충격 이후의 풀림토르크의 변화를 이용하여 알아보았다.

• 대한정형외과스포츠의학회지
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• 제6권1호
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• pp.38-44
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• 2007

목적: 자가건을 이용한 전방 십자 인대 재건술 후 이차 관절경 검사 소견으로 이식건의 상태를 평가하고 이식건 주위의 변화를 관찰하여 의미를 알아보고자 한다. 대상 및 방법: 2003년 6월부터 2007년 2월까지 자가건을 이용한 관절경적 전방 십자 인대 재건술을 시행 받은 환자 중 이차 관절경 검사를 시행한 22예를 대상으로 평균 15.1$(7\sim31)$개월에 이차 관절경 검사를 시행하였다. 슬괵건 15예, 슬개건 7예였다. 이식건의 긴장도는 탐침 시 이동 거리로 측정하였고, 활액막 형성 정도는 관절경 소견을 시각 등급으로 나눴으며 재건술 전과 이차 관절경 검사 시에 Lysholm 점수, Lachmann 검사, KT-2000 계측 차이로 이식건 상태를 확인 하였다. 결과: 이식건의 긴장도는 슬괵건 군이 정상 11예 느슨함 4예였고, 슬개건 군이 정상 3예, 느슨함 2예, 부분 파열 2예였다. 활액막 형성 정도는 슬괵건 군이 good 11예, half 3예, pale 1예였으며 슬개건 군이 good 4예, half 3예였다. Lysholm 점수는 수술 전에 비하여 자가 슬개건에서 더 의미있게 상승하였고(p<0.05), KT-2000 계측 결과는 두 군간의 의미있는 차이는 없었다. 결론: 자가건을 이용한 전방 십자 인대 재건술 후 이차 관절경 검사에 의한 결과는 슬괵건 군이 슬개건 군보다 우수하였으나 장기적인 추시가 필요하다.

• Journal of Chest Surgery
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• 제20권3호
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• pp.451-457
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• 1987

Reoperations following cardiac surgery have an increased risk of the danger of damaging the heart, great vessels or extracardiac grafts because of adhesions to the sternum. We experimentally evaluated 3 different methods for pericardial closure. A standardized procedure for induction of pericardial adhesions was carried out in 30 rabbits. For closure of pericardium, animals were divided into 3 groups, 10 animals respectively: Croup 1 [simple pericardial closure]The pericardium was primarily resuture; Group 2 [Core-Tex surgical membrane as a pericardial substitute]- A Gore-Tex surgical membrane was interposed between the sternum and the heart; and Group 3 [pericardial tension releasing technique]-Three longitudinal overlapping incisions were made on the right side of the pericardium while the midline incison was sutured. Animals were put to death 4 weeks postoperatively and the pericardial space was examined for pericardial adhesions and epicardial reactions. The extent of adhesions and reactions were graded as: I-none; II-minimal; III-moderate; and IV-severe. Histologic studies of the pericardium, the pericardial substitute and the epicardium were also performed. The results were as follows: 1. In group 1 [simple pericardial closure], the degree of pericardial adhesions were grade I in 1 animal, grade II in 2, grade III in 4 and grade IV in 3. Epicardial reactions were grade I in 1 animal, grade II in 3, grade III in 5 and grade IV in 1. Histologic examination revealed thick fibrous tissue that obliterated the pericardial space in 7 animals. 2. In group 2 [Gore-Tex surgical membrane as a pericardial substitute], the degree of pericardial adhesions were grade I in 3 animals, grade II in 3, grade III in 2 and grade IV in 2. The degree of epicardial reactions were grade II in 1 animal, grade III in 5 and grade IV in 4. Histologic studies revealed a thin layer of dense fibrous tissue which covered the Gore-Tex surgical membrane and thick loose fibrous tissue on the epicardium just beneath the substitute. 3. In group 3 [pericardial tension releasing technique], the degree of pericardial adhesions were grade I in 3 animals, grade II in 4, grade III in 2 and grade IV in 1. The degree of epicardial reactions were grade 1 in 4 animals, grade II in 4 and grade III in 2. Severe epicardial reactions were not observed in this group. Histologic examination showed normal epicardium in 4 animals and the epicardium of the other 6 animals only revealed very thin fibrous layer compared to group I and group II. Pericardial adhesions more than grade III were 70% in group 1, 40% in group 2 and 30% in group 3. Pericardial adhesions were reduced in group 2 and group 3 compared to group 1, but statistically not significant. Epicardial reactions more than grade III were 60% in group 1, 90% in group 2 and 20% in group 3. Epicardial reactions were significantly reduced in group 3 compared to group 2. Author`s modified pericardial releasing technique provides marked augment of pericardial surface area and facilitates tension-free pericardial closure. Furthermore, pericardial adhesion and epicardial reaction will be reduced with the pericardial tension releasing technique.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2001년도 가을 학술발표회 논문집
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• pp.579-584
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• 2001

The reinforced concrete(RC) beam is developed cracks because the compression strength of concrete is strong but the tensile strength is weak. The structural strength and stiffness is decreased by reduction of tension resistance capacity of concrete due to the developed cracks. Using the fiber reinforced concrete that is increased the flexural strength and tensile strength at tensile part can enhance the strength and stiffness of concrete structure and decrease the tensile flexural cracks and deflection. Therefore, The reinforced concrete used the fiber reinforced concrete at tensile part ensure the safety and serviceability of the concrete structures. In this study, analytical model of a dual concrete beam that is composed of the normal strength concrete at compression part and the high tensile strength concrete at tensile part is developed by using the equilibrium condition of forces and compatibility condition of strains and is parted into elastic analytical model and ultimate analytical model. Three group of test beam that is formed of one reinforced concrete beam and two dual concrete beams for each steel reinforcement ratio is tested to examine the flexural behavior of dual concrete beams. The comparative study of total nine test beams is shown that the ultimate load of a dual concrete beams relative to the reinforced concrete beams have an increase in approximately 30%. In addition, the initial flexural rigidity, as used here, refer to the slope of load-deflection curves in elastic state is increased and the deflection is decreased.

• Clinical and Experimental Pediatrics
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• 제58권2호
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• pp.73-76
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• 2015

Isolated sphenoid sinusitis is a rare disease in children, and its symptoms are often nonspecific and confusing. Rarely, severe headache can be the first or only symptom of isolated sphenoid sinusitis. New daily persistent headache (NDPH) is a form of chronic daily headache that may have features of both migraines and tension-type headaches. NDPH is difficult to diagnose and requires a multifaceted approach. Here, we report on a 10-year-old boy and an 11-year-old girl who both presented with typical NDPH symptoms. These patients had no nasal symptoms or signs of infection. Neither nonsteroidal anti-inflammatory drugs nor topiramate had any effect on the headaches. Their neurological and ophthalmological examinations were normal. The results of routine blood work, including thyroid function tests, inflammatory markers, complete blood count, tests for viral infection, and a metabolic panel, were normal. A brain magnetic resonance imaging scan showed isolated sphenoid sinusitis. Both patients' symptoms resolved completely after approximately 1 month of oral antibiotics for sinusitis.

• Structural Engineering and Mechanics
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• 제47권2호
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• pp.185-207
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• 2013

In flexural strength design of normal-strength concrete (NSC) beams, it is commonly accepted that the distribution of concrete stress within the compression zone can be reasonably represented by an equivalent rectangular stress block. The stress block it governed by two parameters, which are normally denoted by ${\alpha}$ and ${\beta}$ to stipulate the width and depth of the stress block. Currently in most of the reinforced concrete (RC) design codes, ${\alpha}$ and ${\beta}$ are usually taken as 0.85 and 0.80 respectively for NSC. Nonetheless, in an experimental study conducted earlier by the authors on NSC columns, it was found that ${\alpha}$ increases significantly with strain gradient, which means that larger concrete stress can be developed in flexure. Consequently, less tension steel will be required for a given design flexural strength, which improves the ductility performance. In this study, the authors' previously proposed strain-gradient-dependent concrete stress block will be adopted to produce a series of design charts showing the maximum design limits of flexural strength and ductility of singly-and doubly-NSC beams. Through the design charts, it can be verified that the consideration of strain gradient effect can improve significantly the flexural strength and ductility design limits of NSC beams.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2004년도 춘계학술발표회
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• pp.407-414
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• 2004

Interfacial properties between rock mass and shotcrete play a significant role in the transmission of loads from the ground to shotcrete. These properties have a major effect on the behaviours of rock mass and shotcrete. They, however, have merely been assumed in most of numerical analyses, and little care has been taken in identifying them. This paper aimed to identify interfacial properties including cohesion, tension, friction angle, shear stiffness, and normal stiffness, through direct shear tests as well as interface normal compression tests for shotcrete/rock cores obtained from a tunnel sidewall. Mechanical properties such as compression strength and elastic modulus were also measured to compare them with the time-dependent variation of interfacial properties. Based on experiments, interfacial properties between rock and shotcrete showed a significant time-dependent variation similar to those of its mechanical properties. In addition, the time-dependent behaviours of interfacial properties can be well regressed through exponential and logarithmic functions of time.

• 한국환경과학회지
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• 제20권2호
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• pp.175-183
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• 2011

This study was conducted to survey the subjective symptoms of workers and users in selected 5 public facility groups(offices, performance halls, private crammers, wedding halls and indoor sports facilities), located in Seoul, Daejeon and Chungnam Province. Overall as subjective symptoms that were worse at public facilities than those usual, following responses appeared: I have a headache, My eyes are dry or feel irritated or itching, I feel eyestrain or my eyes are bloodshot, My nose was stuffy, I have a cough, I feel dry in the throat or inflammation happens, I feel oppressed in the breast or sometimes have difficulty in breathing, My skin gets dry, My skin is itching or has some spots, I feel like vomiting, I feel easily tired or sleep, I lose my concentration and I feel my memory is falling, I feel dizzy, I feel depressed, I feel being sharp and feel tension, I feel muscular pain or stiffness on shoulders, back and neck. Also, we compare with normal subjective symptoms scores and subjective symptoms scores in public facilities. The highest subjective symptoms score in at normal was my skin gets dry(2.35 points) and subjective symptoms score in public facilities was I feel eyestrain or my eyes are bloodshot(2.61 points).