• 제목/요약/키워드: R/C

검색결과 18,336건 처리시간 0.049초

점성저항과 조파 저항 성분의 상호작용 (Interaction Between the Viscous and Wavemaking Component Resistance)

  • 김인철
    • 수산해양기술연구
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    • 제19권2호
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    • pp.125-129
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    • 1983
  • 이상의 연구로부터 결론은 아래와 같다. 1. 점성저항과 조파저항 성분의 상호작용에 대한 어떤 측정 근거를 산출하였다. 2. Froude의 가정 ∂C sub(t)/∂R-dC sub(f)/∂R은 부정확하다는 것을 밝혀둔다. 3. 거친 표면을 가지는 모형선에 대한, 상응하는 결과는, 완전히 다른 결론을 산출할 것이라고 기대한다. 4. 다른 기하학적 동일선의 결과에 기본 마찰곡선을 적용하여 이와 같은 연구를 반복하는 것이 가능하다는 것을 남겨둔다.

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한계상태방정식에 의한 R/C 전단벽의 유한요소 간편 해석과 설계 (Simplified Analysis and Design with Finite Element for Reinforced Concrete Shear Walls Using Limit State Equations)

  • 박문호;조창근;이승기
    • 한국전산구조공학회논문집
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    • 제16권1호
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    • pp.43-52
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    • 2003
  • 본 논문은 콘크리트 균열방향의 회전 및 철근의 항복에 따른 2차원 R/C 구조물의 극한거동 덴 한계상태설계에 관한 연구를 다룬 것으로, 유한요소모델에 적용하여 비선형 해석 및 한계상태설계가 가능한 수치 해석 및 설계 알고리즘을 소개하였다. 철근의 설계를 위하여, 각 유한요소의 극한거동에 기초한 한계상태설계방정식이 유한요소 알고리즘에 도입되었다. 한편, 하중에 따른 콘크리트 균열방향의 회전 및 철근의 항복을 고려한 2차원 R/C 평면요소의 단순화된 실용적 비선형 응력-변형률 거동의 구성관계모델을 제시하여 비선형 유한요소해석 알고리즘을 구성하였다 제시된 해석 모델을 R/C 전단벽의 실험모델과 비교하여 검증하도록 하였으며, R/C 전단벽에 대한 설계 예를 통하여, 각각의 유한요소에서 얻어진 설계 철근비를 한계상태설계방정식으로부터 산정하였다.

Behavior of R/C cylindrical shell under lateral load

  • Hara, Takashi;Shigematsu, Tsunemi;Tamura, Takahiro
    • Structural Engineering and Mechanics
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    • 제16권3호
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    • pp.361-369
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    • 2003
  • In this paper, the structural behavior of R/C cylindrical panel is analyzed by experimental results. To avoid the geometric imperfection, R/C shell specimens are made by use of a stiff steel mold. From experimental results, the load carrying behavior of R/C cylindrical panel is presented under an external lateral pressure. Even if R/C shell does not posses geometric imperfections, the inaccuracy of the reinforcement position strongly affects to the ultimate strength and the failure patterns of such shells. To explain these effects, FEM nonlinear analyses are done under the same conditions as those of experiments. The behavior of R/C cylindrical shells are well simulated under the consideration of both the geometric imperfection and several inaccuracies.

강관으로 보강된 중공 R.C 기둥의 중공비에 따른 거동 (Behaviors of Hollow R.C Columns with Internal Steel Tube by Hollow Ratio)

  • 최준호;윤기용
    • 한국산학기술학회:학술대회논문집
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    • 한국산학기술학회 2006년도 추계학술발표논문집
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    • pp.106-110
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    • 2006
  • 중공 R.C 기둥은 중실 R.C 기둥에 비해 자중의 감소나 재료의 절감의 장점을 가지고 있다. 하지만 중공 R.C 기둥은 안쪽면의 취성파괴로 인하여 낮은 연성 거동을 할 가능성이 있다. 이러한 문제점을 해결하기 위해 중공 부재 내의 콘크리트 3축 구속 상태로 존재하게 하는 강관으로 보강된 중공 R.C 기둥이 강영종, 한택희 (2005) 등에 의해 개발되었다. 본 연구는 강관으로 보강된 중공 R.C 기둥에 대하여 중공비를 0.5~0.85까지 변화 시켜 중공비에 따른 작용하중에 대한 안전율, 연성도, 재료비에 대한 거동 특성을 파악하였다.

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[r, s, t; f]-COLORING OF GRAPHS

  • Yu, Yong;Liu, Guizhen
    • 대한수학회지
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    • 제48권1호
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    • pp.105-115
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    • 2011
  • Let f be a function which assigns a positive integer f(v) to each vertex v $\in$ V (G), let r, s and t be non-negative integers. An f-coloring of G is an edge-coloring of G such that each vertex v $\in$ V (G) has at most f(v) incident edges colored with the same color. The minimum number of colors needed to f-color G is called the f-chromatic index of G and denoted by ${\chi}'_f$(G). An [r, s, t; f]-coloring of a graph G is a mapping c from V(G) $\bigcup$ E(G) to the color set C = {0, 1, $\ldots$; k - 1} such that |c($v_i$) - c($v_j$ )| $\geq$ r for every two adjacent vertices $v_i$ and $v_j$, |c($e_i$ - c($e_j$)| $\geq$ s and ${\alpha}(v_i)$ $\leq$ f($v_i$) for all $v_i$ $\in$ V (G), ${\alpha}$ $\in$ C where ${\alpha}(v_i)$ denotes the number of ${\alpha}$-edges incident with the vertex $v_i$ and $e_i$, $e_j$ are edges which are incident with $v_i$ but colored with different colors, |c($e_i$)-c($v_j$)| $\geq$ t for all pairs of incident vertices and edges. The minimum k such that G has an [r, s, t; f]-coloring with k colors is defined as the [r, s, t; f]-chromatic number and denoted by ${\chi}_{r,s,t;f}$ (G). In this paper, we present some general bounds for [r, s, t; f]-coloring firstly. After that, we obtain some important properties under the restriction min{r, s, t} = 0 or min{r, s, t} = 1. Finally, we present some problems for further research.

낮은 핀관과 Turbo-C 촉진관에서 R245fa의 외부 응축 열전달계수 (External Condensation Heat Transfer Coefficients of R245fa on Low Fin and Turbo-C Tubes)

  • 심윤보;박기정;정동수
    • 설비공학논문집
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    • 제21권3호
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    • pp.167-175
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    • 2009
  • In this study, condensation heat transfer coefficients(HTCs) of R22, R123, R134a and R245fa are measured on both 26fpi low fin and Turbo-C tubes. All data are taken at the vapor temperature of $39^{\circ}C$ with a wall subcooling of $3{\sim}8^{\circ}C$. Test results show that HTCs of the newly developed low vapor pressure alternative refrigerant, R245fa, are $7.8{\sim}9.2%$ and $10.3{\sim}18.6%$ higher than those of R123 for 26fpi low fin tube and Turbo-C tube respectively. For all refrigerants tested, HTCs of Turbo-C enhanced tube are higher than those of 26fpi low fin tube. For the low fin tube, Beatty and Katz's prediction equation yielded 20% deviation for all fluids. The heat transfer enhancement ratio of R245fa on the Turbo-C tube is $5.9{\sim}6.4$ while that of R123 is $5.7{\sim}5.9$. From the view point of environmental safety and condensation heat transfer, R245fa is a long term candidate to replace R123 currently used in centrifugal chillers.

Experimental investigation of existing R/C frames strengthened by high dissipation steel link elements

  • Karalis, Apostolos A.;Stylianidis, Kosmas C.
    • Earthquakes and Structures
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    • 제5권2호
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    • pp.143-160
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    • 2013
  • This paper presents the results of an experimental program concerning the efficiency of a specific strengthening technique which utilizes a small steel link element connected to the R/C frame through bracing elements. Brittle types of failure, especially at the connections between steel and concrete elements, can be avoided by appropriate design of the local details. Five single storey one bay R/C frames scaled 1:3 were constructed according to older codes with substandard details. The first one was a typical bare reference frame. The other four were identical to the first one, strengthened by steel bracing elements. The behavior of the strengthened frames is described with respect to the reference bare frame. The concrete frames were constructed according to older code provisions by the use of smooth steel bars, low strength concrete, sparsely spaced stirrups and substandard details. The strengthening scheme aimed to the increase of both strength and deformation capacity of the original R/C frame. The inelastic deformations are purposely concentrated to a short steel link element connecting the steel bracing to the R/C frame. The results show that the steel link element can increase considerably the strength and the energy dissipation capacity of the frame.

Development of 40 inch Full Color AMOLED Display

  • Chung, K.;Huh, J.M.;Sung, U.C.;Chai, C.C.;Lee, J.H.;Kim, H.;Lee, S.P.;Goh, J.C.;Park, S.K.;Ko, C.S.;Koh, B.S.;Shin, K.J.;Choi, J.H.;Jung, J.H.;Kim, N.D.
    • 한국정보디스플레이학회:학술대회논문집
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    • 한국정보디스플레이학회 2005년도 International Meeting on Information Displayvol.I
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    • pp.781-784
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    • 2005
  • We have developed technology to fabricate large-size active matrix organic light-emitting diode (AMOLED) displays with good color purity. Using these innovations, we have developed a 40inch diagonal WXGA AMOLED full color display. Because the TFT circuitry occupies a large portion of the pixel structure, an efficient white emission OLED is essential to integrate the device onto the active matrix backplane. The development of these technologies enables OLED displays to fulfill the requirements for larger size applications such as HDTVs

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동일한 유입온도조건에서 R134a와 R22 적용 응축기의 특성비교 (Comparison of Condenser Characteristics using R134a and R22 under the Same Inlet Temperature Condition)

  • 강신헝;변주석;김창덕
    • 에너지공학
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    • 제15권3호
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    • pp.166-173
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    • 2006
  • 본 연구에서는 상용 냉동 공조기기에서 사용하고 있는 휜-관 열교환기에서 R22와 이의 대체냉매로 채용하고 있는 R134a 압력강하와 열전달 특성에 대해 실험적으로 연구하였다. 실험은 입구온도 $60^{\circ}C$, 질량유량 $150,\;200,\;250\;kg/m^{2}s$의 범위에 대해 수행하였다. 이때 공기의 유입조건은 전구온도 $35^{\circ}C$, 상대습도 40%, 공기유속은 $0.68{\sim}1.6m/s$이다. 실험 결과 응축기 출구의 과냉도를 $5^{\circ}C$로 유지한 경우 Rl34a의 필요공기유속은 R22보다 5.9%작게 나타났으며, R134a의 압력강하는 R22보다 $18.1{\sim}20.4%$의 범위 내에서 크게 나타났다.

진동시험을 통한 R/C Beam의 보강효과 검증기법 (Strengthening Effect Evaluation Technique of R/C Beams using the Vibration Test)

  • 심종성;유태석
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 1994년도 가을 학술발표회 논문집
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    • pp.255-260
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    • 1994
  • This study suggests a strengthening effect evaluation technique of reinforced concrete beams using the vibration test. To evaluate the strengthening effect of R/C beams, Strengthening Factor(Sf) was suggested. Using the value of Sf, 20 beams were evaluated. According to these results the effects of R/C beams strengthened by steel plate is superior than those of R/C beams strengthened by carbon fiber sheet.

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