• 제목/요약/키워드: corner block

검색결과 48건 처리시간 0.026초

저소득층 아동의 발달과 놀이에 대한 연구 (The Development and Play Behaviors of Children in Low-Income Families)

  • 김명순;김창복;이미화
    • 아동학회지
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    • 제23권1호
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    • pp.87-104
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    • 2002
  • This study investigated developmental levels and explored play behaviors in 194 4- and 5-year-old children from low-income families attending 18 daycare centers in Seoul. The Developmental Test for Korean Kindergartners(Korea Institute Curriculum & Evaluation, 1996) was used to assess developmental levels in seven areas. Play behaviors were observed during free-play in their classrooms. Data were analyzed by two-way ANOVA and $x^2$. Results were that the children from low-income families showed highest scores in motor skill development and the lowest scores in mathematical and scientific development. The children engaged most frequently in group-functional play, followed by onlooker behaviors, group-dramatic, and group-constructive play. Onlooker behaviors were the most frequent activity of the 4-year-olds, and the block corner was the most frequently used area during free-play.

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철근 콘크리트 기둥의 2축휨 강도에 영향을 미치는 변수 고찰 (An Evaluation of Influencing Parameters on Biaxial Bending Moment Strength of Reinforced Concrete Columns)

  • 유석형;반병열;신성우
    • 한국구조물진단유지관리공학회 논문집
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    • 제7권2호
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    • pp.239-246
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    • 2003
  • In the PCA Load Contour Method, the biaxial bending design coefficient of columns(${\beta}$) is based on the equivalent rectangular stress block (RSB). And coefficient of ${\beta}$ estimates the reinforcement index to be a influencing parameter on biaxial moment strength of RC columns without considering the arbitrary condition of bar arrangement. The experimental results of high strength concrete (HSC) columns subjected to combined axial load and biaxial bending moment were compared to the analysis results of RSB method. As result, the accuracy of RSB method is still acceptable for HSC columns and, as the reinforcement is placed densely in each corner of column section, the ${\beta}$ is decreased.

UBET를 이용한 비축대칭 링 단조에 관한 연구 (A Study on Non-Axisymmetric Ring Forging Using UBET)

  • 배원경;김영호;이종헌;이원희
    • 한국소성가공학회:학술대회논문집
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    • 한국소성가공학회 1994년도 춘계학술대회 논문집
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    • pp.63-70
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    • 1994
  • An upper bound elemental technique(UBET) is applied to predict forging load and die-cavity filling for non-axisymmetric ring forging. The finial product is divided into three different deformation regions. That is axisymmetric part in corner, lateral plane-strain part and shear deformation on boundaries between them. The plane-strain and axisymmetric part are combinded by building block method. Also the total energy is computered through combination of three deformation part. Experiments have been carried out with pure plasticine billets at room temperature. The theoretical predictions of the forging load and the flow pattern are in good agreement with the experimental results.

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SHOCK WAVE BOUNDARY LAYER INTERACTION STUDIES IN CORNER FLOWS

  • Lee Hee-Joon;Vos Jan B.
    • 한국우주과학회:학술대회논문집(한국우주과학회보)
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    • 한국우주과학회 2004년도 한국우주과학회보 제13권2호
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    • pp.328-331
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    • 2004
  • Shock wave boundary layer interactions can make flows around a vehicle be very high pressure and temperature due to pass shock waves in small areas of the hypersonic vehicle. These phenomena can affect a critical problem in the design of hypersonic vehicles. To research the effect of shock wave boundary layer interactions, comer flows were studied in this paper using numerical studies with the NSMB (Navier-Stokes Multi Block) solver and then comparing corresponding numerical results with experimental data of the Huston High Speed Flow Field Workshop II. The mach number of flows is 12.3 in comer flows. The comparison with the computational result is presented based on diverse numerical schemes. Good agreement is obtained.

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3D-DCT 기반 프레임 차분의 부블록 분할 동영상 압축 (Moving Image Compression with Splitting Sub-blocks for Frame Difference Based on 3D-DCT)

  • 최재윤;박동춘;김태효
    • 전자공학회논문지CI
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    • 제37권1호
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    • pp.55-63
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    • 2000
  • 본 논문은 영상 프레임간 차분 성분을 이용한 3D-DCT의 부영역 분할에 따르는 압축효과를 고찰하였다. 제안한 알고리즘은 연속되는 9개의 프레임 그룹단위를 이용하여 8개의 차분 성분을 큐빅블록(8${\times}$8${\times}$8) 형태로 나타낸 정보를 3차원 DCT를 취한 후 부대역으로 분할하려 압축하는 방법이다. 프레임간 시${\cdot}$공간의 주파수 성분을 가지고 8개의 차분 프레임을 DCT한 주파수 영역에서 영상 정보는 저주파 영역인 큐빅블록의 모서리 부분에 집중하므로 효율적인 압축데이터를 얻기 위해 시간축 방향의 프레임 성분블록( 8${\times}$8 블록)을 4${\times}$4 부블록으로 나누었다. 여기서, 이 부블록의 가중치를 이용하여 저주파 부분에 대한 가변적 부영역을 적용시켜 압축율을 높였다. 모의실험에서 비교적 단순한 영상과 고주파 성분을 많이 포함하는 복잡한 영상을 이용하여 복원된 영상의 해상도와 압축율로 비교 평가하였다. 그 결과 평균 0.04-0.05bpp의 압축범위에서 각각의 영상에 대하여 평균적으로 34.75dB와 30.36dB의 높은 압축효과를 얻을 수 있었다.

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저 전송률 동화상 압축에서 후처리 방법 및 후처리 방법의 주관적 객관적 평가 (Post-filtering in Low Bit Rate Moving Picture Coding, and Subjective and Objective Evaluation of Post-filtering)

  • 이영렬;김윤수;박현욱
    • 한국통신학회논문지
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    • 제24권8B호
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    • pp.1518-1531
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    • 1999
  • MPEG 및 H.263과 같은 동화상 압축 방식에 의하여 고 압축된 영상이 복원되었을 때 블록화 현상, 코너 이상치 (coner outliers), 링잉 잡음이 발생한다. 블록화 현상은 8x8 블록의 코너 (corner) 점에서 발생하는 잡음이며, 링잉 잡음은 영상의 에지 주변에서 발생하는 잡음이다. 그 이유는 MPEG 및 H.263이 8x8 화소 블록의 DCT 계수를 양자화 (quantization)하기 때문이다. 본 논문에서는 MPEG-4 및 H.263의 복원된 영상에서 발생하는 블록화 현상, 코니 이상치, 링잉 잡음을 줄이기 위해 기존의 저자들에 의하여 제안된 방법에 대한 주관적, 객관적 평가를 수행한다. 이 신호 적응형 후처리 방법은 압축된 데이터로부터 추출한 8x8 DCT 계수의 분포 정보와 움직임 벡터 정보를 이용하여 적응적으로 양자화 효과를 (quantization effect) 줄인다. 블록화 현상은 1차원 수평 및 수직 저대역 필터에 (low pass filter) 의하여 줄게 되고, 링잉 잡음은 2차원 신호 적응 필터 (signal-adaptive filter)에 의하여 줄게 된다. 신호 적응형 후처리 방법과 MPEG-4 VM (verification model)의 후처리 방법에 대한 MSSM (Modified Single Stimulus Method)을 이용한 주관적 \ulcorner질평가, 객관적 화질평가 (PSNR), 계산량 복잡도 (complexity)에 관한 비교연구가 컴퓨터 실험에 의하여 수행된다. 컴퓨터 실험을 위하여 MPEG-4에서 입력으로 사용하는 시험용 비데오 시퀀스를 이용하였다. 주관적인 화질 평가에서 두 방법은 비슷한 결과를 보였다. 반면 객관적 평가와 계산량 복잡도 분석 측면에 있어서, 신호 적응형 후처리 방법이 MPEG-4 VM의 후처리 방법보다 우수한 성능을 보였다.

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도시 근린 공원내 조경 포장면의 손상 정도에 관한 연구 -덕진(전주), 중앙(청주), 도산(서울) 공원을 중심으로- (A Study on the Damage level of Pavement For The Landscape Urban Community Parks - In case of Dukjin, Choongang, and Dosan Park -)

  • 신병철;권상준
    • 한국조경학회지
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    • 제24권3호
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    • pp.96-108
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    • 1996
  • This study aimed at choosing the urban community parks such as D Kjin, Chungang, Dosan Park as the target place for this study, and at analyzing the damage level of the pavement surfaces focusing on the spaces and the materials. We devided the damage level within $1.5\times$1.5m grid int the grade from one to five points, and made use of the method of giving marks to get hold of the damage level of the pavement surfaces. Especially we took and analyze Duncan test for the spaces suffering severe damage. The result is as follows : 1. The damage of unenenness turned out to be a most excessive damage in the damage level according to the pavement materials in case of D kjin, and Chunggnag Park. Especially the concrete blocks proved to be the exessive damage in comparison with the other pavement materials, and the demolitional damage of the damage types to the most severe damage. The corner damage turned relatively out to be a heavy damage in case of Dosan Park in Seoul. 2. In the event of the damage level of pavement surfaces according to the spaces, the space which was made the more use of and which was the more concentrated, turned out to be the degree of the more excessive damage. 3. We took the Duncan test to verify the deference of the damage type between the spaces and the pavement materials of the target places for survey. The result of verification was that there was no difference of the damage type between the corner and block damage itself in case of the enterance area and the square of D kjin Park in Ch nju, and that the damage level of the pavement materials proved to be the more execssive damage than that of the spaces. The corner damage of Chungang Park in Hj ngju, showed the same result as D kjin Park in Ch nju and the uneveness didn't have any difference of damage type in all spaces. In case of Dosan in Seoul, the damage of crevice, demolition, and pumping didn't have any difference of damage type and the damage of the cross area was the most high. In conclusion, we proposed that we should get hold of whether the cause of pavement damage is caused by the defect of materials of by the construction problem including the foundation, or the unsuitableness of the method for using the pavement materials, and also that we should take a sensus of the user type and should decide a suitable design load and the necessary thickness of the pavement materials. In this study, not only we aimed at the external damage of the materials, but we tried to propose rather reasonable and developed construction method by studying the material experiment, the foundation state, and the type of using the spaces and materials, and by examining into the fundamental damaged cause.

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스트릿 몰(Street Mall)의 매장 배분계획과 영업활성화의 관계에 대한 연구 - 국내 스트릿 몰의 사례를 중심으로 - (Research on the relationship of store unit configuration and business activation of street mall - Based on case studies of street malls in Korea -)

  • 우승현;윤혜경
    • 한국실내디자인학회논문집
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    • 제18권6호
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    • pp.202-210
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    • 2009
  • This research was undertaken to prove the relationship between street mall activation and architectural plan design. The research methodology was established based on the analysis of data of two existing street malls in Korea (Western Dome & LaFesta) and theoretical studies of outdoor space design. The findings from this study are the following: First, building blocks with segments in every 50m or so are ideal for detailed communication between visitors and building contents. Second, the ratio of width of main corridor and building height should be less than 1 to provide intimate feel and keep visitors' attention concentrated in the facility. Third, store unit should have more storefronts to be exposed more to passers-by and lead more pedestrian traffic. Fourth, shape of store unit would rather be wide and shallow, instead of narrow and deep, to have more exposure to the central corridor. Fifth, the building block of the busiest(most expensive) area that is usually at the main entrance area of street mall should be flexible to fit more smaller units to maximize the profitability. Sixth, the main entrance of store should face the main pedestrian corridor to induce the influx of visitors. Lastly seventh, anchor tenant that has strong name recognition is usually located on basement or higher level to induce pedestrian traffic into the mall, key tenants that are strong and familiar brand names should be located at the corner of building block with spacing to attract visitors, provide even distribution of traffic, and support wayfinding, and local tenant should be located at small units along the central corridor or remainder spaces occurred from building core layout.

도시열섬완화를 위한 그린인프라시설의 표면온도 저감 성능평가 (Performance evaluation of Surface Temperature Reduction by using Green infrastructure Surface Temperature Measurement for Urban Heat Island Mitigation)

  • 고종환;배우빈;박대근;정원경;박윤미;김용길;김상래
    • Ecology and Resilient Infrastructure
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    • 제5권4호
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    • pp.257-263
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    • 2018
  • 본 연구는 도시의 열섬을 저감하기 위해 그린인프라시설의 표면온도 저감 성능시험 장비를 개발하고, 대표적인 그린인프라시설 제품을 포함하여 실험을 수행하였다. 기존문헌을 고찰하여 장비를 개발하였으며, 개발된 장비의 특징은 다음과 같다. 표면온도의 측정방법은 비접촉식인 적외선온도센서를 활용하였으며, 시편의 중앙 온도만 측정하는 것이 아닌 모서리 부분 온도를 포함하여 전체적인 평균온도를 측정하도록 개선하였다. 개발된 장비 (GSTM)를 활용하여 대조군인 아스팔트와 그린인프라시설 제품을 비교하여 성능평가를 수행하였다. 그 결과 식생블록이 $18.4^{\circ}C$의 높은 차이를 보이며, 표면온도 저감에 기여하는 것으로 나타났다.

확률밀도함수를 이용한 멤브레인방식 LNG탱크의 선형누적손상도 평가에 관한 연구 (A Study on the Evaluation of Linear Cumulative Damage Factor of Membrane Type LNG Tank by use of Probability Density Function)

  • 김종호
    • Journal of Advanced Marine Engineering and Technology
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    • 제28권6호
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    • pp.993-999
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    • 2004
  • The estimation of fatigue life at the design stage of membrane type LNG tank is very important in order to arrive at feasible and cost effective solutions considering the total lifetime of the tank. In this study, the practical procedure of fatigue life prediction by use of cumulative damage factors based on Miner-Palmgren hypothesis and probability density function has been shown with the corner region of Gaz Transport Membrane type LNG tank being used as an example. In particular the parameters of Weibull distribution that determine the stress spectrum are discussed. The main results obtained from this study are as follows: 1. The recommended value for the shape parameter of Weibull distribution for the LNG tank is 1.1 in case of using the direct calculation method proposed in this study. 2. The calculated fatigue life is influenced by the shape parameter of Weibull distribution and stress block. The safe fatigue design can be achieved by using higher value of shape parameter and the stress blocks divided into more stress blocks.