• 제목/요약/키워드: HORIZONTAL BAR

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대형 콘크리트 판넬구조의 수직접합부 전단강도에 관한 연구 (Shear Strength of the Vertical Joints in Precast Concrete Large Panel Structures)

  • 서수연;이원호;이리형
    • 콘크리트학회지
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    • 제6권1호
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    • pp.111-119
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    • 1994
  • 대형 콘크리트 패널구조 시스템의 수직접합부 저항요소는 접합부 충전 그라우트의 부착과 전단키에 의한 맞물림작용, 철근을 장부작용으로서, 이들 요인의 상관관계에 의해 그 내력이 결정된다. 따라서 수직접합부에 관한 연구는 대부분이 이들 요인에 관한 연구로 국한된다고 할 수 있다. 수직접합부의 전단강도에 관한 연구는 국외의 많은 연구자들에 의해 실시되었으며 그 결과 여러 실험식이 제시되어 있는 상황이다. 국내에서도 수직접합부에 관한 일련의 실험연구가 진행되어 설계식이 제시되었으나, 이들 설계식은 국부적인 실험결과만을 대상으로 제시되었기 때문에 보다 많은 실험결과를 근거로한 설계식이 요망된다. 본 연구에서는 국내에서 실험된 총 94개의 수직접합부 실험결과를 분석하고 수정된 Mohr-Coulomb의 항복선이론을 적용하여 적합한 설계식을 제시하고자 하였다. 제안된 설계식은 전단키의 효과와 횡보강근의 효과를 고려한 식으로서 모르터 또는 콘크리트를 그라우트로 사용하며 횡보강근으로 루프철근을 사용한 수직접합부에 적용된다. 실험결과의 희구분석과 항복선 이론을 이용한 수식의 전개로부터 제안된 설계식의 정확성과 경제성을 평가 한 결과, 본 제안식이 실험결과를 안전측으로 평가할 뿐만아니라 기존식에 비하여 경제적인 설계가 가증한 것으로 나타났다.

Effects of Field-Grown Genetically Modified Zoysia Grass on Bacterial Community Structure

  • Lee, Yong-Eok;Yang, Sang-Hwan;Bae, Tae-Woong;Kang, Hong-Gyu;Lim, Pyung-Ok;Lee, Hyo-Yeon
    • Journal of Microbiology and Biotechnology
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    • 제21권4호
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    • pp.333-340
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    • 2011
  • Herbicide-tolerant Zoysia grass has been previously developed through Agrobacterium-mediated transformation. We investigated the effects of genetically modified (GM) Zoysia grass and the associated herbicide application on bacterial community structure by using culture-independent approaches. To assess the possible horizontal gene transfer (HGT) of transgenic DNA to soil microorganisms, total soil DNAs were amplified by PCR with two primer sets for the bar and hpt genes, which were introduced into the GM Zoysia grass by a callus-type transformation. The transgenic genes were not detected from the total genomic DNAs extracted from 1.5 g of each rhizosphere soils of GM and non-GM Zoysia grasses. The structures and diversities of the bacterial communities in rhizosphere soils of GM and non-GM Zoysia grasses were investigated by constructing 16S rDNA clone libraries. Classifier, provided in the RDP II, assigned 100 clones in the 16S rRNA gene sequences library into 11 bacterial phyla. The most abundant phyla in both clone libraries were Acidobacteria and Proteobacteria. The bacterial diversity of the GM clone library was lower than that of the non- GM library. The former contained four phyla, whereas the latter had seven phyla. Phylogenetic trees were constructed to confirm these results. Phylogenetic analyses of the two clone libraries revealed considerable difference from each other. The significance of difference between clone libraries was examined with LIBSHUFF statistics. LIBSHUFF analysis revealed that the two clone libraries differed significantly (P<0.025), suggesting alterations in the composition of the microbial community associated with GM Zoysia grass.

2011 대구세계육상선수권대회 남자 높이뛰기 메달리스트들의 바이오메카닉스적 특성 분석 (Biomechanical Analysis of Men's High Jump Medalists in IAAF World Championships, Daegu 2011)

  • 김의환;배영상;김성섭;권문석;위웅량;김기만;이정민
    • 한국운동역학회지
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    • 제21권5호
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    • pp.573-584
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    • 2011
  • The purpose of this study was to perform a kinematic analysis of the high jump techniques of the three men's medalists at the 2011 IAAF Championships in Daegu (August 27-September 4, 2011). In particular, a three-dimensional coordinates method was used to analyze the last three strides before touchdown, the touchdown techniques, and the movements after takeoff toward the bar. An analysis of the, data for the biomechanical characteristics of the world's best high jumpers could contribute to an improvement in the performance of a national high jumper. The first conclusion of the data analysis was that the arm movements of the gold medalist, J. Williams, had a single arm form, whereas the arm movements of the other medalists were a double arm form. Second, the difference in the knee joint angles upon touchdown and toe-off was $10^{\circ}$. Third, J. Williams achieved his maximum CM height after takeoff (1.26 m) using the maximum flexion of his knee joint. Fourth, the foot contact duration of A. Dmitrik (0.11 s) was the shortest among the medalists, and the ratio for his transformation of horizontal velocity to vertical velocity was the greatest (75.25%) among the three. Last, the maximum CM height of T. Barry was the greatest, and his foot contact duration was the longest.

2011 대구 세계육상선수권대회 여자 장대높이뛰기경기 기술의 운동학적 분석 (Kinematic Analyses of Women's Pole Vault in IAAF World Championships, Daegu 2011)

  • 최규정;이경옥;김남희;강지은;김혜림
    • 한국운동역학회지
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    • 제21권5호
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    • pp.561-571
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    • 2011
  • The purpose of this study was to perform the kinematic analyses of the women's pole vault skills in IAAF World Championships Daegu 2011. Subjects were the 1st through 8th place finishers in the pole vault. The kinematic analyses were divided into four phases: two dimensional run up analysis, and three dimensional analyses for the remaining plant, swing up, and extension phases. Run-up variables consisted of run up distance, number of steps, average step length, ratio of step length to height, average velocity at the final 5~10 m, approach position. Three variables were analyzed during plant: pole angle, center of gravity (COG) velocity, and COG takeoff angle. Swing up phase variables included: pole flection angle, COG velocity (horizontal, vertical, resultant), COG trajectory and bar approach angle of COG. Compared to the 2009 World Championships in Berlin, the average vault height increased, while run up velocity and approach position were almost unchanged. However, horizontal velocity during the last two steps of the final approach decreased noticeably compared to speeds from 1990. These results reflect the change in both technique and physical fitness in pole vaulters. During extension, the peak height of COG surpassed the clearance height by an average of 0.11m. These specific results can help coaches and athletes modify training and improve performance.

2011 대구 세계육상선수권대회 남자 장대높이뛰기경기 기술의 운동학적 분석 (Kinematic Analyses of Men's Pole Vault in IAAF World Championships, Daegu 2011)

  • 최규정;이경옥;김남희;강지은;김혜림
    • 한국운동역학회지
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    • 제21권5호
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    • pp.551-560
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    • 2011
  • The purpose of this study was to perform the kinematic analyses of the men's pole vault skills in IAAF World Championships Daegu 2011. Subjects were the 1st through 8th place finishers in the pole vault. The kinematic analyses were divided into four phases: two dimensional run up analysis, and three dimensional analyses for the remaining plant, swing up, and extension phases. Run-up variables consisted of run up distance, number of steps, average step length, the ratio of step length to his height, average velocity at the final 6~11 m, approach position. Three variables were analyzed during plant: pole angle, center of gravity (COG) velocity, and takeoff angle of COG. Swing up phase variables included: pole flexion angle, COG velocity (horizontal, vertical, resultant), COG trajectory and bar approach angle of COG. Compared to the 2009 World Championships in Berlin, the average vault height, run up velocity and approach position increased. However, horizontal velocity during the last two steps of the final approach decreased dramatically compared to speeds from 1990. These results reflect the change in both technique and improved physical fitness in pole vaulters. During extension, the peak height of COG averaged 0.3m higher then COG height when the pole was released. These specific results can help coaches and athletes modify training and improve performance.

철근 위치에 따른 이형철근과 순환잔골재 콘크리트의 부착거동 (The Bond Behavior between Deformed bars and Recycled Fine Aggregate Concrete according to Bar Position.)

  • 유영찬;장용헌;이민정;윤현도;최기선;이도헌
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2008년도 춘계 학술발표회 제20권1호
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    • pp.1089-1092
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    • 2008
  • 철근과 콘크리트의 부착성능 확보는 철근콘크리트 구조물의 거동에서 중요한 요구사항이다. 구조체에 순환 잔골재 콘크리트를 적용하기 위해 순환 잔골재 콘크리트와 철근의 부착거동에 대한 규명이 매우 중요하다. 이에 따라 본 연구에서는 순환잔골재를 사용한 콘크리트와 철근 상호간의 부착거동을 평가하기 위하여 직접인발 실험을 수행하였다. 연구를 수행함에 있어 실험에 사용된 변수는 0, 100%의 순환잔골재 치환율 및 철근의 위치(상단근, 중간근, 하단근)로 하였다. 실험 결과는 CEB-FIP가 규정한 부착강도와 비교하였다. 본 연구를 통하여 얻어진 실험결과를 종합해 보면, 순환잔골재 콘크리트와 철근의 부착거동은 순환 잔골재 치환율 및 철근 위치에 영향을 받는다. H type 시험체의 경우 블리딩 현상이 일어나 V type 시험체와 HB 시험체만이 CEB-FIP가 규정한 부착강도를 만족하였다.

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세장비 및 대각철근 유무에 따른 고강도 철근보강 콘크리트 연결보의 전단성능 (Effect of Aspect Ratio and Diagonal Reinforcement on Shear Performance of Concrete Coupling Beams Reinforced with High-Strength Steel Bars)

  • 김선우;장석준;윤현도;서수연;천영수
    • 콘크리트학회논문집
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    • 제29권1호
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    • pp.43-51
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    • 2017
  • 현행 규정에 따르면, 세장비 4 미만의 연결보에 대각철근을 사용하도록 규정하고 있다. 그러나 대각선 다발철근 상세는 보 내부의 철근 배근작업을 어렵게 만들고, 이는 또한 시공불량으로 이어질 수 있다. 본 연구에서는 고강도 철근(SD500 및 SD600)으로 보강된 콘크리트 연결보에 관한 실험결과를 나타내었다. 연결보 제작시 시공성을 향상시키기 위하여, 본 연구에서는 헤드바를 갖는 대구경 철근을 사용하였다. 배근상세 및 세장비를 변수로 하여, 2가지의 실규모 연결보를 제작 및 실험하였다. 전단벽을 연결하는 보의 실제 거동특성을 모사하기 위하여, 링크 조인트를 갖는 철골 구조물을 반력바닥에 설치하였다. 실험 결과, 연결보와 전단벽 접합부에서의 균열 및 철근이 항복되면서, 점차 연결보 중앙부로 손상이 진전되는 것으로 나타났다. 연결보는 FEMA 450-1의 설계변위에 대한 전단벽 층간변위 규정에 요구되는 변형능력을 충분히 갖는 것으로 나타났다. 그러나 고강도 철근으로 보강된 연결보의 상세설계를 위해서는, 다양한 세장비가 연결보의 구조거동에 미치는 영향에 관한 연구가 필요하다.

성장기 아동의 상하악골 성장 및 제1대구치 위치적 변화에 대한 연구 (A STYDY ON GROWTH CHANGES OF MAXILLA AND MANDIBLE AND POSITION CHANGES OF FIRST PERMANENT MOLARS OF GROWING CHILDREN)

  • 조대희;손병화
    • 대한치과교정학회지
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    • 제17권2호
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    • pp.311-320
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    • 1987
  • The purpose of this study was to investigate the growth changes of maxilla and mandible and position changes of first permanent molars of growing children The author analyzed the data using cephalometric roentgenogram of 43 boys and 39 girls age of 6 to 11 with normal occlusion The obtained results were as follows 1 The eruption path of maxillary and mandibular first permanent molar superimposed on TM-ANS and mandibular plane shows individual variation 2 There was no correlation between horizontal and vertical changes of maxillary first permanent molar, but positive correlation in mandibular first permanent molar 3 As the eruption, the forward changes of mandibular first permanent molar was significantly greater than that of maxillary first permanent molar 4 As the ages were increased, there were irregular growth changes of maxilla and mandible 5 Growth changes of lower anterior facial height was relatively stable 6 N-S-${\bar{6}}$ was stable after age 7.

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결함 상세를 포함하는 철근콘크리트 전단벽의 수치 모델에 관한 실험적 평가 (Experimental Assessment of Numerical Models for Reinforced Concrete Shear Walls with Deficient Details)

  • 전성하;박지훈
    • 한국지진공학회논문집
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    • 제20권4호
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    • pp.211-222
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    • 2016
  • Reinforced concrete shear walls with deficient reinforcement details are tested under cyclic loading. The deficiency of reinforcement details includes insufficient splice length in U-stirrups at the ends of horizontal reinforcement and boundary column dowel bars found in existing low- to mid-rise Korean buildings designed non-seismically. Three test specimens have rectangular, babel and flanged sections, respectively. Flexure- and shear-controlled models for reinforced concrete shear walls specified in ASCE/SEI 41-13 are compared with the flexural and shear components of force-displacement relation extracted separately from the top displacement of the specimen based on the displacement data measured at diverse locations. Modification of the shear wall models in ASCE/SEI 41-13 is proposed in order to account for the effect of bar slip, cracking loads in flexure and shear. The proposed modification shows better approximation of the test results compared to the original models.

응축전열관 외부형상 변화에 따른 HFC134a의 열전달 실험 (The Experimental Study on the Heat Transfer of HFC134a for Condensation Tubes with Various Enhanced Surfaces)

  • 박찬형;이영수;정진희;강용태
    • 설비공학논문집
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    • 제18권8호
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    • pp.613-619
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    • 2006
  • The objectives of this paper are to study the characteristics of heat transfer for enhanced tubes (19.05 mm) used in the condenser with high saturation temperatures and to provide a guideline for optimum design of a condenser using HFC134a. Three different enhanced tubes are tested at a high saturation temperature of $59.8^{\circ}C$ (16 bar); a low-fin and three turbo-C tubes.. The refrigerant, HFC134a is condensed on the outside of the tube while the cooling water flows inside the tube. The film Reynolds number varies from 130 to 330. The wall subcooling temperature ranges from $2.7^{\circ}C$ to $9.7^{\circ}C$. This study provides experimental heat transfer coefficients for condensation on the enhanced tubes. It is found that the turbo-C(2) tube provides the highest heat transfer coefficient.