• 제목/요약/키워드: Face-reinforced

검색결과 220건 처리시간 0.02초

비정착 띠보강재의 역T형 옹벽 보강효과에 관한 모형실험 (Model Tests on the Reinforcement Effect of Unattached Strips to the Cantilever Retaining Wall)

  • 한경제;김운영;김명모
    • 한국지반공학회지:지반
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    • 제14권2호
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    • pp.31-40
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    • 1998
  • 비정착식 보강토 됫채움으로 구성된 옹벽은 종래의 분리형 전면판요소와 보강재의 결합으로 이루어진 연성옹벽 형식과는 달리 일체식 강성옹벽으로 설계된다. 이 경우 옹벽의 됫채움 흙속에 설치된 띠보강재의 보강효과로 인하여 옹벽에 작용하는 토압이 감소할 것으로 기대되는데, 이를 확인하기 위하여 실내모형실첩을 수행하였다. 역T형 벽체의 뒷굽길이와 보강재의 배치를 달리하여 모형실험을 실시한 결과 본 모형옹벽의 경우 뒷굽길이가 벽체높이의 0.1배와 0.12배일 때 무보강상태에서는 전도파괴를 일으키는 반면에 보강재를 삽입한 경우에는 안정을 유지함으로서 보강재의 효과를 확실하게 증명하였다. 이 형상의 옹벽에 대해 효율적인 보강간격으로 보강재를 배치한 결과 벽체의 단위길이당 전 도모멘트가 무보강 상태에 비해 약 50% 정도 감소하였다. 또한 보강재의 길이가 옹벽 높이의 0.6배 이상이 되어야 보 강재의 보강효과가 발휘되는 것으로 나타났다. 한편 역T형 옹벽의 파괴면은 Rankine파괴면에 가깝게 가상배면 내·외측으로 형성된 두개의 곡선으로 관측되었다 이 때 외측 파괴면은 직선에 가까운 곡선형태이며, 보강재의 개수가 증가함에 따라 벽체쪽으로 가깝게 나타났다.

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국내 아웃도어 브랜드 등산복 재킷의 기능별 디자인 특성 (The Characteristic of a Functional Design for a Commercial Outdoor-Wear Jacket)

  • 이영화;서문정;서인경;김영인
    • 복식
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    • 제63권7호
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    • pp.1-16
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    • 2013
  • The objective of this study is to analyze the characteristic of a functional design for a commercial outdoor brand jacket based on 3 types of functions : windproof, waterproof, and cold proof. To analyze the design and fabric characteristics of outdoor jackets by function, 903 men's and women's outdoor jacket images were selected from the catalogues during S/S 2009 - F/W 2011 of the 6 brands: The North Face, Columbia Sports Wear, Kolon Sports, K2, Arcteryx and Mont-Bell. These brands were selected based on their high market share and brand awareness of the outdoor brands in Korea. In this study, design elements analysis was conducted as following 8 elements: hood/collar height/central front flap/waistline/pocket location/ventilation for the body part/sleeve patterns/cuff for the sleeve part. Fabrics were analyzed by the frequency of fabric types used in the 3 jacket types. According to the result derived from the analysis of the six brands of outdoor wear jacket design trends by year, detachable hood and a co-use of velcro and elastic bands have been mainly designed for all of windproof, waterproof, and cold proof jacket to all in order to respond quickly to changes in the external environment. For reinforced storage function on trekking, the number of pockets has been gradually growing, and a function was being developed to connect an electronic device to a pocket. The method, result, and collateral observations relevant to each of these phases are described. Outdoor jacket design characteristics were investigated for outdoor brands, which can provide data to suggest more accurate functional design, and satisfy functional design needs. In this regard, this research was significant in the sense that it suggested preliminary data to reconsider competitiveness of the brand products.

주기하중 하에서 철근 콘크리트 전단벽체와 철골 연결보 접합부의 내진성능 (Seismic Performance of Steel Coupling Beam and RC Shear Wall under Lateral Cyclic Load)

  • 임우영;홍성걸
    • 콘크리트학회논문집
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    • 제27권6호
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    • pp.591-602
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    • 2015
  • 이 논문에서는 철골 연결보와 철근 콘크리트 전단벽체의 내진성능을 평가하고자 주기하중 실험을 수행하였다. 실험의 주요 변수는 벽체의 보강 상세이었다. 현행 설계 기준을 따라 설계된 병렬 전단벽체는 콘크리트의 지압강도로 인해 조기 파괴되었다. 한편, 매립길이 내에 추가적인 수직 및 수평 보강재로 보강된 벽체의 경우, 지압파괴가 방지되는 것으로 나타났다. 실험결과, 벽체의 수직철근은 수평철근보다 병렬 전단벽의 전단 강도에 더 영향을 끼치는 것으로 나타났다. 매립 철골 보 플랜지 상 하부에서 발생하는 콘크리트의 응력분포를 가정하여, PC 병렬 전단벽체 내의 소요 철근의 양이 결정되었으며, 이를 이용하여 예측 강도 식을 제안하였다. 예측된 강도식은 실험값과 비교적 잘 일치하였다.

한국(韓國)패션에 나타난 미의식(美意識) (A Study on Aesthetic Beauty Consciousness of Contemporary Fashion in Korea)

  • 조규화
    • 패션비즈니스
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    • 제1권2호
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    • pp.1-19
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    • 1997
  • This thesis is a reflection of Korean aestheticism and how it has evolved and influenced Korean contemporary fashion throughout the last century. Up to the current, there have been five notable trends of fashion that have been influenced from and have reflected the qualities emblematic of various periods in Korean history. They can be characterized as the era of Missionary fashion, Uniform fashion, Salon fashion, Brand Name Fashion, and finally, fashion from the current era of diversification. The specific characteristics of each fashion era have been analized and illustrated in a comprehensive table. Design characteristics of Korean contemporary fashion are as follows : 1. A point of emphasis is given to facial feature, unconstructive design and ample silhouette and A silhouette, two-piece and pants. Korean style wrap skirt, a smooth curve and layered style. 2. Effect of flatness from material; as methods of quilting, reinforced dual stitching(Kaeki), patchwork, embroidery and goldfoil thread extra, it is turned up that texture of cloth stuff and effects of flatness. 3. Simple color combinations give effects in two different directions For instance, white and a variety of vivid colors, a dull color and bright colors, black, blue. 4. Over-design, diffusion of fashion. Based on the design characteristics described above, the essence of Korea's beauty consciousness can be captured and summarized through the following points: 1. Emotionalism and non-characterism: traditional and simple natural beauty and modernized natural beauty. 2. From authoritism to non-authoritism: traditional and formal personal beauty and casual characteristic beauty. 3. Polaris (antithesis) phenomenon: chastic beauty and ostentatious beauty, simplicity and lavishness, conformity of fashion and originality. Although the beauty consciousness of Korean contemporary fashion is changing from traditional passive metaphor to aesthetic expressionism for the new generation, after all the basic foundation or root of the spiritual beauty of idealism is usually recognized by focusing on the face.

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산사태로 인한 인명피해 대비 개인용 재난대피기구 개발 (I) - 재하하중 및 재료시험 중심으로 - (Development of the Personal Disaster Evacuation Apparatus in Case of the Life Damage by the landslide (I) - Focusing on the Load Weight and Material Test -)

  • 김정면;황대원;박성용;임창수;연규석;김용성
    • 한국농공학회논문집
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    • 제58권5호
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    • pp.39-47
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    • 2016
  • The houses are formed in the lower part of the mountain slope face in most agricultural areas of Korea, and old residents accounting for a large portion of the agricultural populations cannot respond to the evacuation quickly when the landslide happens, and the possibility the life damage occurs is high. Therefore, it is urgent to arrange the measure on this. This study is intended to develop the personal disaster evacuation apparatus that can be installed in the house to minimize the life damage by the landslide and to develop the self-initiative evacuation apparatus. This study suggested the load applicable to the personal disaster evacuation apparatus by quantitatively analyzing the effect of the load of rockslides and avalanches caused by the landslide on the structure. Also, the material property of materials was calculated through the tension and bending intensity test after making the specimen of glass fiber reinforced plastic (GFRP) member. The load weight and material property drawn from this study can be used as the basic material for the stability analysis of the personal disaster evacuation apparatus.

Free vibration of sandwich micro-beam with porous foam core, GPL layers and piezo-magneto-electric facesheets via NSGT

  • Mohammadimehr, Mehdi;Firouzeh, Saeed;Pahlavanzadeh, Mahsa;Heidari, Yaser;Irani-Rahaghi, Mohsen
    • Computers and Concrete
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    • 제26권1호
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    • pp.75-94
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    • 2020
  • The aim of this research is to investigate free vibration of a novel five layer Timoshenko microbeam which consists of a transversely flexible porous core made of Al-foam, two graphen platelets (GPL) nanocomposite reinforced layers to enhance the mechanical behavior of the structure as well as two piezo-magneto-electric face sheets layers. This microbeam is subjected to a thermal load and resting on Pasternak's foundation. To accomplish the analysis, constitutive equations of each layer are derived by means of nonlocal strain gradient theory (NSGT) to capture size dependent effects. Then, the Hamilton's principle is employed to obtain the equations of motion for five layer Timoshenko microbeam. They are subsequently solved analytically by applying Navier's method so that discretized governing equations are determined in form of dynamic matrix giving the possibility to gain the natural frequencies of the Timoshenko microbeam. Eventually, after a validation study, the numerical results are presented to study and discuss the influences of various parameters such as nonlocal parameter, strain gradient parameter, aspect ratio, porosity, various volume fraction and distributions of graphene platelets, temperature change and elastic foundation coefficients on natural frequencies of the sandwich microbeam.

Difficulties Faced by Working Mothers and Potential Solutions to these Problems: A Survey of Nursing Personnel in a Korean Teaching Hospital

  • Kim, Young Mee;Kim, Min Young
    • Perspectives in Nursing Science
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    • 제10권2호
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    • pp.151-157
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    • 2013
  • Purpose: The purpose of this study was to identify difficulties that working mothers face and solutions to the identified problems. Methods: The study design was a cross-sectional, descriptive survey. A survey with 8 items rated on a 5-point scale (1~5) and 5 open-ended questions was administered to 48 married nurses and nurse aides working in 5 nursing units of a teaching hospital in South Korea in April 2013. Results: The score of satisfaction with childrearing patterns (mean=$3.31{\pm}0.79$) was higher than that of satisfaction with spousal support (mean=$3.08{\pm}0.85$). The score of working mother's turnover intention (mean=$2.40{\pm}1.03$) was lowest among the 8 items, but partners did not want their wives to quit work (mean=$3.60{\pm}1.22$). Satisfaction with company employment benefits for childrearing (mean=$2.90{\pm}0.72$) had the lowest score among the 4 satisfaction types analyzed. The turnover intention and satisfactions with childrearing (r=-.51, p<.001), spousal support (r=-.43, p=.002), supervisor's support (r=-.36, p=.013), and company benefits (r=-.37, p=.009) showed significant negative correlations. Conclusion: According to these results, familial support for childrearing is highly correlated with employed mothers' turnover intention. So improvement of familial support for childrearing will reduce married nurses' turnover intention. In addition, well-organized nursery facilities are recommended for enabling working mothers to continue their careers. Furthermore, more family-friendly welfare policies such as a flextime systems or compulsory paternity leave should be reinforced in the workplace.

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직교보 단면크기 변화에 따른 RCS구조 보-기둥 접합부의 전단내력에 관한 실험적 연구 (An Experimental Study on Shear Strength of RCS System Beam-Column Jointswith Various Transverse Beam Sections)

  • 안재혁;박천석
    • 한국구조물진단유지관리공학회 논문집
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    • 제10권6호
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    • pp.197-204
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    • 2006
  • 최근 시공의 합리화와 경제성의 목적으로 한 다양한 연구가 진행되고 있다. 철근 콘크리트 기둥과 철골 보로 이루어진 RCS 구조의 개발에 대한 연구 역시 활발해지고 있다. RCS 구조 보-기둥 접합부 패널존의 저항기구는 내부패널에서 외부패널로 응력이 전달될 때 직교보의 영향을 받지만, 기존연구에는 직교보의 영향을 고려하지 않고 있다. 본 연구에서는 웨브, 플랜지, 직교보의 두께, FBP의 유뮤등 다양한 변수들을 가지는 5개의 철근콘크리트 기둥과 철골보로 이루어진 보-기둥 내부접합부 실험체의 실험을 통해 직교보들의 영향과 구조적 성능을 조사하고자 한다. 이러한 실험결과들로부터, 보-기둥 접합부의 직교보가 전단내력과 구조성능을 향상시키는데 효과적이라는 것을 알 수 있다.

섬유시트로 보강된 RC 보의 해석기법 연구 (Analysis of RC Beams Strengthened with Fiber Sheets)

  • 김성도
    • 한국구조물진단유지관리공학회 논문집
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    • 제10권6호
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    • pp.154-163
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    • 2006
  • 본 논문에서는 철근 콘크리트보의 인장면에 고강도이며 경량인 섬유시트를 외부 부착한 보강보의 휨 실험결과를 바탕으로 섬유시트로 보강된 RC 휨부재의 비선형 해석 기법을 제시한다. 섬유시트의 인장성능을 측정하기 위하여 총 120개의 섬유시트 인장시험편을 제작하여 시험하였으며, 섬유시트 보강 RC보의 여러 가지 보강특성 및 섬유시트의 적절한 파단변형률을 평가하기 위한 실험적 연구를 위해 75개의 비교적 큰 규모의 보를 시험하였다. 콘크리트의 비선형 압축 분포 및 인장성능을 고려한 비선형 단면 해석과정을 전개하였으며, 이러한 비선형 해석기법이 섬유시트 보강 RC보의 하중-변위 응답 및 휨거동 특성을 정확하게 예측함을 확인하였다.

반개착식으로 굴착한 천층터널에서 Braced Rib Arch의 거동 (Behavior of Braced Rib Arch in Shallow Tunnel Excavated by Semi-Cut and Cover Method)

  • 안정환;이상덕
    • 한국터널지하공간학회 논문집
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    • 제11권4호
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    • pp.419-425
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    • 2009
  • 최근에 저토피 및 터널 갱구부에 반개착식 공법을 적용하여 구조적인 안전성과 자연친화성을 높인 사례가 증가하고 있다. 반개착식 공법은 저토피구판에시 원지반을 터널 천단아치에 해당하는 기초까지만 굴착하고 아치형 구조달을 설치하여 복토한 후에 터널하반을 굴착하여 기존 개착공법에서 발생되는 지반 과다절취에 따른 대절토 비탈면 발생과 굴착면 보강에 따른 고비용과 불안정성 증대 문제를 해결할 수 있는 공법이다. 본 논문에서는 저토피 구간에서 반개착식으로 굴착한 Braced Rib Arch의 거동에 대하여 연구하였다. 아치형구조물의 Rib Arch는 지간이 1.8 m인 아치형 강재를 간격재는 목재를 사용하였으며 1:10의 축척으로 4.0 m(폭)$\times$3.3 m(높이)$\times$4.0 m(연장)의 크기를 가진 대형토조에서 실험을 수행하였다. 모형실험결과 아치형 구조물에 작용하는 성토하중은 기존 개착터널에서 사용하는 하부구조물의 폭에 해당하는 상부토체의 크기보다 작은 것으로 나타났다.