• 제목/요약/키워드: point bar

검색결과 436건 처리시간 0.024초

손 제스쳐 인식을 활용한 VR 결제 시스템 연구 (A Study on the VR Payment System using Hand Gesture Recognition)

  • 김경환;이원형
    • 한국컴퓨터게임학회논문지
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    • 제31권4호
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    • pp.129-135
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    • 2018
  • 실생활에서 사용되는 결제 시스템에는 전자 사인, QR 코드, 바코드들이 사용된다. VR 환경 내에서 구현되어 있는 결제 시스템은 점점 연구가 시작되고 있다. 본 논문은 기존의 결제 시스템을 VR 환경에서 구현하기 위해 손 제스쳐 인식을 이용한 VR 전자사인 시스템을 제안한다. VR 시스템에서는 키보드를 두드리거나 마우스를 건드릴 수 없는 상황이다. VR 컨트롤러를 가지고 결제 시스템을 구성하기 위한 방법에는 여러 가지가 있을 수 있다. 손 제스처 인식을 이용한 전자사인이 그 중 하나인데, 손 제스쳐 인식에는 크게 Warping Methods, Statistical Methods, Template Matching 방법으로 분류할 수 있다. 본 논문에서는 Template Matching 방법에 속한 $p 알고리즘을 이용하여, VR에서 결제 시스템을 구성하였다. 그리고, VR 환경을 조성하기 위해서 Unity3D와 Vive 장비를 이용해서 실제 결제가 이루어지는 paypal 시스템을 구현하였다.

『중국경극복장도보(中國京劇服裝圖譜)』의 의(衣) - 한중 연극의 비교학적 관점에서 접근한 해제와 역주 (CHINA COSTUME ART OF PEKING OPERA: Analytical&its translation)

  • 조만호;정유선
    • 비교문화연구
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    • 제22권
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    • pp.223-277
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    • 2011
  • Tan Yuanjie(譚元杰) of CHINA COSTUME ART OF PEKING OPERA("中國京劇服裝圖譜") is 'Foreword' attention from the bar 'Formalism'. A note is makeup system from ever performances here, 'what kind of adaptation must be a corresponding type of costume should be worn.' This stance to 'type of person's identity and faced the scene correlated' with the actual performance tradition plays out is going and, while here the rules to capture the opera's on the character of 'identity and the circumstances under clothing' is defined. This position discussed previously 'Formalism' in line with the will he perform, and looks to meet the elements of production. This basic stance is clean up, while 'Old Beijing Opera costumes costumes taxonomy largely' literary costume' and 'militant outfit' into two groups divided over throughout steamroll surgery, because surely need to have a more systematic classification. The classification system was established as 'Part 1. Mang, Part 2. Pi, Part 3. Xi, Part 4. Kao, Part 5. YI'. In addition to these classification systems, as well as the aforementioned 'object theory' Given the symbolic significance of the capacity to keep in mind is necessary. Costumes conduct, character, situation, atmosphere and so the transport of charged symbols here, a target symbol of the system is the projection of water. This costume is detrimental to the mall for the positionsay, but I kept in mind damwongeolyi internationalization of Chinese culture. when you see the view from the perspective of semiotic systems for the sign, that the theater is necessary to complement. In this paper, 'Yi(衣)' costume on the corresponding point of the target compared to the China Culture Department of Theatre and Folklore methodology ran off and sprinting was to lay the groundwork for research.

심부시추공 밀봉을 위한 화강암 용융거동 평가 (Evaluation of Granite Melting Technique for Deep Borehole Sealing)

  • 이민수;이종열;지성훈
    • 방사성폐기물학회지
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    • 제16권4호
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    • pp.479-490
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    • 2018
  • 본 연구에서는 심부시추공 처분을 위한 밀봉시스템으로서 Gibb's Group에 의해 제안된 화강암 용융 및 재결정화에 의한 시추공 밀봉 방안에 대해 KURT 화강암을 대상으로 실현 가능성을 확인하였다. 화강암 용융 실험은 첨가제를 이용한 상압 용융시험과 물의 기화에 의한 수증기 고압용융시험 2가지로 수행되었다. 상압 용융시험 결과, KURT 화강암 분말에 NaOH를 첨가하여도 기본 융점보다 낮은 $1,000^{\circ}C$에서 부분용융이 시작되었으며, 냉각된 용융물에서 침상결정의 형성을 확인하였다. 수증기 고압시험은 물의 첨가량에 따라 수증기압을 달리하며 최대 400 bar의 수증기압까지 용융 시험이 진행되었다. KURT 화강암은 낮은 수증기압에도 $1,000^{\circ}C$에서 부분 용융이 시작되었으나, 물이 많이 첨가된 높은 수증기압에서 화강암의 부분 용융은 보이지 않았다. 따라서 소량의 수증기가 있는 고압상태가 화강암의 용융에 적합한 것으로 판단되었다. 한편, 고온고압의 수증기는 내부식성의 반응기 벽을 부식시켜, 고온의 수증기에 의한 처분용기의 부식 문제가 발생되었다.

Analytical, experimental and numerical study of timber-concrete composite beams for bridges

  • Molina, Julio C.;Calil, Carlito Junior;de Oliveira, Diego R.;Gomes, Nadia B.
    • Computers and Concrete
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    • 제24권2호
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    • pp.103-115
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    • 2019
  • In this study, the strength and stiffness (EI) of wood-concrete composite beams for bridges with T-shaped cross section were evaluated. Two types of connectors were used: connectors bonded with epoxy adhesive and connectors attached to the wood just by pre-drilling (without adhesive). The connectors consisted of common steel bars with a diameter of 12.5 mm. Initially, the strength and stiffness (EI) of the beams were analyzed by bending tests with the load applied at the third point of the beam. Subsequently, the composite beams were evaluated by numerical simulation using ANSYS software with focus on the connection system. To make the composite beams, Eucalyptus citriodora wood and medium strength concrete were used. The slip modulus K and the ultimate strength values of each type of connector were obtained by direct shear tests performed on composite specimens. The results showed that the connector glued with epoxy adhesive resulted in better strength and stiffness (EI) for the composite beams when compared to the connector fixed by pre-drilling. The differences observed were up to 10%. The strength and stiffness (EI) values obtained analytically by $M{\ddot{o}}hler^{\prime}$ model were lower than the values obtained experimentally from the bending tests, and the differences were up to 25%. The numerical simulations allowed, with reasonable approximation, the evaluation of stress distributions in the composite beams tested experimentally.

흡음재 두께가 소화노즐 소음도 저감에 미치는 영향 (Effect of Absorbent Thickness on the Noise Level Reduction of Fire-Extinguishing Nozzle)

  • 김학선;황인주;김윤제
    • 한국화재소방학회논문지
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    • 제33권1호
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    • pp.99-104
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    • 2019
  • 신속한 화재 진압을 목표로 가스계 소화 시스템에서 소화약제는 일반적으로 섭씨 $21^{\circ}C$에서 약 28 MPa의 고압으로 저장되며, 방출시 감압밸브와 오리피스를 지나면서 약 8 MPa의 압력으로 방출한다. 때문에 방출시 약 140 dB 이상의 소음이 발생하게 되는데, 이로 인하여 hard disk drive (HDD)와 같은 전자 부품들이 손상되기도 한다. 따라서 소음문제는 가스계 소화 시스템에 있어서 중요한 문제점으로 대두되고 있다. 소음문제 해결방안으로는 일반적으로 흡음재를 부착하여 소음을 저감시키는 방안이 있으며, 본 연구에서는 흡음재의 두께를 설계 변수로 선정하여 유동소음을 저감하는 방안을 고찰하였다. 관측점에서의 소음도와 노즐내부 유로에 나타나는 유동특성은 상용 코드인 ANSYS CFX ver. 18.1을 이용하여 수치적으로 계산하여 분석하였다.

Grain size, crystalline phase and fracture toughness of the monolithic zirconia

  • Bocam, Kodchakorn;Anunmana, Chuchai;Eiampongpaiboon, Trinuch
    • The Journal of Advanced Prosthodontics
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    • 제14권5호
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    • pp.285-293
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    • 2022
  • PURPOSE. This study evaluated the relationship among translucency, crystalline phase, grain size, and fracture toughness of zirconia. MATERIALS AND METHODS. Four commercial zirconia - Prettau®Anterior® (PA), Prettau® (P), InCorisZI (ZI), and InCorisTZI (TZI)- were selected for this study. The bar specimens were prepared to determine fracture toughness by using chevron notched beam method with four-point bending test. The grain size was evaluated by a mean linear intercept method using a scanning electron microscope. X-ray diffraction and Rietveld refinement were performed to evaluate the amount of tetragonal and cubic phases of zirconia. Contrast ratio (CR) was measured to investigate the level of translucency. RESULTS. PA had the lowest fracture toughness among other groups (P < .05). In addition, the mean fracture toughness of P was significantly less than that of ZI, but there was no difference compared with TZI. Regarding grain size measurement, PA had the largest average grain size among the groups. P obtained larger grain size than ZI and TZI (P < .05). However, there was no significant difference between ZI and TZI. Moreover, PA had the lowest CR value compared with the other groups (P < .05). This means PA was the most translucent material in this study. Rietveld refinement found that PA presented the greatest percentage of cubic phase, followed by TZI, ZI, and P, respectively. CONCLUSION. The different approaches are used by manufacturers to fabricate various types of translucent zirconia with different levels of translucency and mechanical properties, which should be concerned for material selection for successful clinical outcome.

Experimental investigation on UHPC beams reinforced with GFRP and steel rebars and comparison with prediction equations

  • Parvin, Yousef Abbasi;Shaghaghi, Taleb Moradi;Pourbaba, Masoud;Mirrezaei, Seyyed Saeed;Zandi, Yousef
    • Advances in concrete construction
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    • 제14권1호
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    • pp.45-55
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    • 2022
  • In this article, the flexural and shear capacity of ultra-high-performance fiber-reinforced concrete beams (UHPFRC) using two kinds of rebars, including GFRP and steel rebars, are experimentally investigated. For this purpose, six UHPFRC beams (250 × 300 × 1650 mm) with three reinforcement ratios (ρ) of 0.64, 1.05, and 1.45 were constructed using 2% steel fibers by volume. Half of the specimens were made of UHPFRC reinforced with GFRP rebars, while the other half were reinforced with conventional steel rebars. All specimens were tested to failure in four-point bending. Both the load-deformation at mid-span and the failure pattern were studied. The results showed that utilizing GFRP bars increases the flexural strength of UHPFRC beams in comparison to those made of steel bars, but at the same time, it reduces the post-cracking strain hardening. Furthermore, by increasing the percentage of longitudinal bars, both the post-cracking strain hardening and load-bearing capacity increase. Comparing the experiment results with some of the available equations and provisions cited in the valid design codes reveals that some of the equations to predict the flexural strength of UHPFRC beams reinforced with conventional steel and GFRP bars are reasonably conservative, while Khalil and Tayfur model is un-conservative. This issue makes it essential to modify the presented equations in this research for predicting the flexural strength of UHPFRC beams using GFRP bars.

대구 신천과 금호강 일대의 문화지형 발굴과 스토리텔링 구성 (The Excavation and Making Storytelling of Cultural Landforms around Shincheon (stream), Guemho River in Daegu)

  • 전영권
    • 한국지형학회지
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    • 제17권3호
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    • pp.17-30
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    • 2010
  • 대구를 대표하는 하천인 신천과 금호강에 발달하는 문화지형을 발굴하여 이야기 꺼리를 구성하였고 그것의 활용방안에 대해 다음과 같이 요약하였다. 1) 신천에서 볼 수 있는 대표적인 문화지형으로는 용두바위(하식애), 하식애, 바위그늘(암음), 판상절리지형, 하식동, 토르 등이다. 2) 금호강변에 발달하는 대표적인 문화지형으로는 습지, 나루터, 포인트바, 하식애, 화담(소), 동화천, 무태, 침산, 연암산, 상화대(하식애) 등이다. 3) 신천변과 금호강변에 발달하는 문화지형의 보존을 위해서는 방치되어 있는 문화지형의 발굴과 복원이 절실하며, 가치 있는 문화지형은 문화재로 지정하여 멸실이나 훼손으로부터 보호할 필요가 있다. 4) 활용방안의 경우 신천에서는 문화, 역사, 생태환경 체험을 위한 자연관찰학습장 조성이 필요하다. 금호강의 경우 '대구 금호강 문화지형 탐방로'를 조성하여 탐방객 스스로 찾아갈 수 있도록 하는 '자기주도형 탐방(self-guided tour)' 방식을 도입하는 것이 효과적이다.

한강살리기사업에의한 한강 여주 구간의 하천 지형 변화 고찰 (Investigation of Changes in Fluvial Landforms in the Yeoju Reach of the Han River by the Han River Restoration Project)

  • 김종연
    • 한국지형학회지
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    • 제27권2호
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    • pp.29-46
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    • 2020
  • In this study, changes in the fluvial landforms of the Yeoju section of the Han River, which was made up of the Han River Restoration Project, were examined through existing previous research data, government's environmental impact assessment data, satellite images, and field observations. For example, In the vicinity of Dori Island, the most upstream part of the study section, the location of the confluence of the Han River and Cheongmi Stream was changed, and it was found that a significant portion of the sand sedimentary layer disappeared. In the Bawuinupgubi area, the wetland, which is the first class in the ecological nature, was greatly modified, and the elevation of the ground rose as Gangcheon island and it was completely separated from the river by dredging The confluence of Geumdangcheon and the point bar of Yeonyang-ri in the south were also dredged, turned into an artificial waterfront park, and a chute channel remained in the form of a wetland was also developed as a recreational park. The deposional forms around Baekseok-ri islands also disappeared as dredging was carried out. Among the areas adjacent to the confluence of Bokcheon and Yangchon-ri Island, some sedimentay forms remains, but the abandonned channel between Yangchon-ri and the northern river bank has been changed into a riverside reservoir through dredging and embankment construction, and the waterway of the tributary river(Yazoo) has been greatly changed.

Influence of inorganic composition and filler particle morphology on the mechanical properties of self-adhesive resin cements

  • Marina Rodrigues Santi ;Rodrigo Barros Esteves Lins;Beatriz Ometto Sahadi;Giovanna Correa Denucci;Gabriela Soffner ;Luis Roberto Marcondes Martins
    • Restorative Dentistry and Endodontics
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    • 제47권3호
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    • pp.32.1-32.11
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    • 2022
  • Objectives: This study aimed to evaluate the influence of inorganic composition and filler particle morphology on the mechanical properties of different self-adhesive resin cements (SARCs). Materials and Methods: Three SARCs including RelyX Unicem-2 (RUN), Maxcem Elite (MAX), and Calibra Universal (CAL) were tested. Rectangular bar-shaped specimens were prepared for flexural strength (FS) and flexural modulus (FM) and determined by a 3-point bending test. The Knoop microhardness (KHN) and top/bottom microhardness ratio (%KHN) were conducted on the top and bottom faces of disc-shaped samples. Sorption (Wsp) and solubility (Wsl) were evaluated after 24 hours of water immersion. Filler morphology was analyzed by scanning electron microscopy and X-ray energy dispersive spectroscopy (EDS). FS, FM, %KHN, Wsp, Wsl, and EDS results were submitted to 1-way analysis of variance and Tukey's post-hoc test, and KHN also to paired t-test (α = 0.05). Results: SARC-CAL presented the highest FS value, and SARC-RUN presented the highest FM. SARC-MAX and RUN showed the lowest Wsp and Wsl values. KHN values decreased from top to bottom and the SARCs did not differ statistically. Also, all resin cements presented carbon, aluminum, and silica in their composition. SARC-MAX and RUN showed irregular and splintered particles while CAL presented small and regular size particles. Conclusions: A higher mechanical strength can be achieved by a reduced spread in grit size and the filler morphology can influence the KHN, as well as photoinitiators in the composition. Wsp and Wsl can be correlated with ions diffusion of inorganic particles.