• 한국정보전자통신기술학회논문지
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• 제10권3호
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• pp.213-219
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• 2017

최근, 인터넷 프로토콜 텔레비전 (IPTV) 서비스가 일반화되어 TV시청 뿐만 아니라 다양한 인터넷기반 서비스가 가능하다. 이러한 IPTV 시스템에서 STB(Set-Top Box)는 실시간 멀티미디어 콘텐츠를 송수신 할 수 있도록 지원하는 네트워크 단말 장치로써 작동한다. 이러한 IPTV 네트워크는 일반적으로 FTTH(Fiber-To-The-Home)와 같은 광섬유(Optical Fiber) 기반의 광대역기반 네트워크에 의해 제공되지만 현재 대부분의 IPTV STB는 대역폭(Bandwidth)을 공유하는 이더넷(Ethernet)과 같은 로컬 영역 네트워크(LAN)에 연결된 장치 중 하나로 연결된다. 따라서 HD급 고화질 콘텐츠 및 다양한 서비스 지원을 위한 IPTV STB을 위하서는 1Gbps와 같은 충분한 광섬유 기반의 네트워크 대역폭을 효과적으로 활용할 수 있어야 한다. 이를 위하여 본 논문에서는 광섬유 네트워크에 바로 장착할 수 있는 새로운 FC(Fiber Channel) 내장형 IPTV STB를 제안한다. 그 후 해당 제안된 FC 내장형 IPTV STB의 우수성을 확인하기 위하여 해당 FC 내장형 IPTV STB가 장착된 FC-AL(Fiber Channel-Arbitration Loop) 네트워크를 구성하여 해당 아키텍처의 성능을 검증한다. 우수한 IPTV 아키텍처의 성능을 확인하기 위하여 철저한 시뮬레이션을 통하여 평균 시작지연(Average Start-up Delay) 시간, 평균 거부비율(Average Reject Ratio) 및 동시 사용자수(Number of Concurrent Users)를 측정한다. 놀랍게도, 제안된 FC 내장형 IPTV STB가 장착된 IPTV 네트워크 아키텍처는 10 msec 미만의 우수한 평균 시작지연(Average Start-up Delay) 시간, 3 % 미만의 수용가능한(Acceptable) 평균 거부비율(Average Reject Ratio) 및 아키텍처를 확장 할 때 동시 사용자수의 선형증가(Linear Increase)를 보여준다. 이는 제안된 FC 내장형 STB가 광섬유 기반의 광대역 대역폭을 효과적으로 사용하여 전체 IPTV 네트워크 성능에 우수한 영향을 미치고 있음을 보여준다.

• 콘크리트학회논문집
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• 제16권3호
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• pp.415-423
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• 2004

To improve the brittle column behavior during seismic excitation, benefits of using steel fiber reinforced concrete in columns were investigated. For experimental study, eight specimens were used to evaluate the shear enhancement effect. The variables in this study were amount of shear reinforcement ratio (i.e., 0.26, 0.21 $\%$) and steel fiber volume fraction (i.e., 0.0, 1.0, 1.5, 2.0$\%$). The test results indicated that the maximum enhancement of shear capacity was shown in $1.5\%$ steel fiber content. In addition, to predict the maximum shear strength, equations of ACI 318-99, AIJ MB, NZS 3101, Hirosawa and Priestley were reviewed. From the parametric and regression study, modified Priestely equation was proposed by adding steel fiber effect.

• 한국농공학회지
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• 제44권1호
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• pp.116-124
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• 2002

Natural resources fur the construction materials such as good soil, sand, and coarse aggregates have been encountered to be short due to excessive use by human. Even though some soil has been found to be unsuitable for construction materials, soil with reinforcement can naturally be an answer to these alternatives. According to recently published papers on fiber mixed soil, fiber mixed with soil can improve shear strength, compressive strength and post-peak load strength retention. In this study, a series of tests were performed to clarify the characteristics of fiber mixed soil and to give basic data for design and construction and their engineering properties, that is, unconfined compressive strength, splitting tensile strength, shear strength, crack by drying, freeze-thaw, creep and Poisson\`s ratio, were investigated and analyzed. It has been shown that fiber mixed soil is one of good alternatives fur the civil and building construction materials.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2006년도 춘계 학술발표회 논문집(II)
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• pp.377-380
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• 2006

HPFRCCs(High performance fiber reinforced cementitious composites) is a class of FRCCs(Fiber reinforced cementitious composites) exhibit multiple crack. Multiple crack lead to improvement in ductility, toughness, and deformation capacity under compressive and tensile stress. These properties of HPFRCCs are affected by type of fiber, water cement ratio, type of admixture and rate of substitution. Furthermore these influence dispersion of fiber, mixing performance and fluidity of mixture. In this paper, HPFRCCs made of steel cord and carbon fiber were tested with water cement ratio, type of admixture and rate of substitution to evaluate characteristics of mixing and flexural strength.

• Journal of Nutrition and Health
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• 제27권1호
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• pp.71-78
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• 1994

Recently the incidence of hemorrhoids has been increased. There were various factors related to hemorrhoids, the amount of fiber intake was known as one of them. And so we performed this case-control study to investigate the association of hemorrhoids and fiber intake. The data was obtained by the combination of self-administered questionnaire and personal interview. The study population was consisted of matched 156 pairs, the cases were selected from S-hospital in Seoul, the age and sex matched control from the general population. The statistical analysis was performed by matched-analysis. The results summarized as follow : 1) As socio-economic status were low, the odds ratio of hemorrhoids were high. 2) There was significant association between hemorrhoids and regularity of eating time rather than regularity of defecation. 3) The odds ratio of hemorrhoids was 3 times higher in the presence of constipation. 4) The incidence of hemorrhoids was influenced by psychological characteristics such as somatization, obsessive-compulsive, depression, and anxiety. 5) Fiber intake was significantly lower in the cases compared to the controls. When the constipation was controlled, the fiber intake was still lower in the cases. These data provide additional evidence that the fiber intake was related to hemorrhoids.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2014년도 추계 학술논문 발표대회
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• pp.34-35
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• 2014

In this study, the effects of high temperatures on the compressive strength and elastic modulus of HPC with pp and jute fiber (jute fiber addition ratio: 0.075 vol%; length: 12 mm; PP fiber addition ratio: 0.075 vol%; length: 12 mm) were experimentally investigated. The work was intended to clarify the influence of elevated temperatures ranging from 20 to 500℃ on the material mechanical properties of HPC at 80 MPa.

• Structural Engineering and Mechanics
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• 제61권1호
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• pp.31-47
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• 2017

As a relatively new type of multi-layered rubber-based seismic isolators, fiber-reinforced elastomeric isolators (FREIs) are composed of several thin rubber layers reinforced with flexible fiber sheets. Limited analytical studies in literature have pointed out that "warping" (distortion) of reinforcing sheets has significant influence on buckling behavior of FREIs. However, none of these studies, to the best knowledge of authors, has investigated their warping behavior, thoroughly. This study aims to investigate, in detail, the warping behavior of strip-shaped FREIs by deriving advanced analytical solutions without utilizing the commonly used "pressure", incompressibility, inextensibility and the "linear axial displacement variation through the thickness" assumptions. Studies show that the warping behavior of FREIs mainly depends on the (i) aspect ratio (shape factor) of the interior elastomer layers, (ii) Poisson's ratio of the elastomer and (iii) extensibility of the fiber sheets. The basic assumptions of the "pressure" method as well as the commonly used incompressibility assumption are valid only for isolators with relatively large shape factors, strictly incompressible elastomeric material and nearly inextensible fiber reinforcement.

• 콘크리트학회논문집
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• 제28권2호
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• pp.213-221
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• 2016

이 연구에서는 강섬유 혼입률에 따른 초고성능 강섬유 보강 콘크리트(UHPC)의 압축거동에 관한 연구를 수행하였으며, 실험결과를 바탕으로 강섬유 보강 콘크리트의 압축강도와 탄성계수를 제안하였다. 지름 100 mm, 높이 200 mm의 원주형 공시체에는 0, 0.5, 1.0, 1.5, 그리고 2%의 강섬유가 혼입되었다. 실험에 사용된 UHPC는 굵은골재를 사용하지 않았으며, 16 mm와 19 mm의 강섬유가 일정비율로 혼입된 하이브리드 강섬유가 사용되었다. 실험결과, UHPC의 압축강도와 탄성계수는 강섬유 혼입률에 따라 증가하는 경향을 보였다. 실험결과를 바탕으로 강섬유 보강 콘크리트의 압축강도와 탄성계수가 제안되었다. 강섬유 보강 콘크리트의 압축강도는 무보강 콘크리트의 압축강도의 함수로 제안되었으며, 탄성계수는 강섬유 보강 콘크리트의 압축강도의 함수로 제안하였다. 기존 실험값과 비교한 결과 제안된 압축강도와 탄성계수는 실험값을 비교적 잘 예측하는 것으로 나타났으며, 압축강도가 35~235 MPa인 강섬유 보강 콘크리트에 적용가능 할 것으로 판단된다.

• 한국농공학회지
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• 제42권2호
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• pp.86-92
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• 2000

The model using homogenization technique based on energy concept for the prediction of the failure criterion of staple fiber mixed soil was developed to increase the practice and the application of staple fiber as a reinforcement for improving soft ground. Parameters of the model are aspect ratio and volumetric content of fiber, cohesion and internal friction angle of soil, adhesion intercept and interface friction angle of soil and fiber. It is considered that the model developed in this study is applicable to the soil composed of clay, silt and sand mixed by thread types of fiber such as steel bar, steel fiber, natural fiber etc.

• 한국섬유공학회:학술대회논문집
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• 한국섬유공학회 1993년도 ACT 93
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• pp.396-401
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• 1993