• 제목/요약/키워드: Replacement depth

검색결과 177건 처리시간 0.023초

다엽 콜리메이터와 제작차폐물의 동시 사용시 표면선량 변화 (Surface and Percentage Depth Doses for Multileaf Collimator Conjunction with Conventional Block)

  • 양광모;서현숙
    • 한국의학물리학회지:의학물리
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    • 제13권2호
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    • pp.62-68
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    • 2002
  • 최근 설치된 선형가속기는 다엽 콜리메이터를 장착하고 있다. 기본적으로 다엽 콜리메이트의 사용은 기존의 차폐블럭을 대체하는 역할을 한다. 그러나 다엽 콜리메이터는 폭 1 cm의 콜리메이터가 각각 움직여서 방사선 조사 범위를 만들어 정교한 조사범위를 만들기 어려운 경우가 있을 수 있다. 따라서 조사야를 보다 정밀하게 만들기 위해 다엽 콜리메이터 아래 추가 차폐물을 사용하게 된다. 다엽 콜리메이터 아래 추가 차폐물을 사용할 경우 차폐물과 환자의 피부표면과의 거리가 짧아져 피부표면 선량이 증가하게 되며 최대 선량점(D$_{max}$)이 변할 수 있다. 이와 같은 변화는 조사야의 크기와 방사선의 에너지에 따라 영향을 받을 수 있다. 따라서 본 연구는 다엽 콜리메이터 아래 추가 차폐물을 사용할 때 조사야와 방사선에너지에 따라 표면선량과 최대 선량점의 변화를 측정하여 이들 값이 증가함을 확인하였고 다엽 콜리메이터 아래 추가 차폐물을 사용함으로써 증가한 표면선량은 전자 흡수판으로 2-3 mm 두께의 납판을 사용하여 효과적으로 감소시킬 수 있음을 확인하였다.

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Clinical evaluation of mandibular implant overdentures via Locator implant attachment and Locator bar attachment

  • Seo, Yong-Ho;Bae, Eun-Bin;Kim, Jung-Woo;Lee, So-Hyoun;Yun, Mi-Jung;Jeong, Chang-Mo;Jeon, Young-Chan;Huh, Jung-Bo
    • The Journal of Advanced Prosthodontics
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    • 제8권4호
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    • pp.313-320
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    • 2016
  • PURPOSE. The aim of this study was to evaluate the clinical findings and patient satisfaction on implant overdenture designed with Locator implant attachment or Locator bar attachment in mandibular edentulous patients. MATERIALS AND METHODS. Implant survival rate, marginal bone loss, probing depth, peri-implant inflammation, bleeding, plaque, calculus, complications, and satisfaction were evaluated on sixteen patients who were treated with mandibular overdenture and have used it for at least 1 year (Locator implant attachment: n=8, Locator bar attachment: n=8). RESULTS. Marginal bone loss, probing depth, plaque index of the Locator bar attachment group were significantly lower than the Locator implant attachment group (P<.05). There was no significant difference on bleeding, peri-implant inflammation, and patient satisfaction between the two denture types (P>.05). The replacement of the attachment components was the most common complication in both groups. Although there was no correlation between marginal bone loss and plaque index, a significant correlation was found between marginal bone loss and probing depth. CONCLUSION. The Locator bar attachment group indicates lesser marginal bone loss and need for maintenance, as compared with the Locator implant attachment group. This may be due to the splinting effect among implants rather than the types of Locator attachment.

나도승마(Kirengeshoma koreana Nakai) 생태정보 수집 및 서식지 평가 (Ecological Data Collection and Habitat Assessment of Kirengeshoma koreana Nakai)

  • 장래하;김선령;도재화;윤영준
    • 한국환경복원기술학회지
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    • 제26권6호
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    • pp.221-234
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    • 2023
  • This study was conducted to develop a habitat assessment system for the endangered wildlife II Kirengeshoma koreana Nakai through in-depth interviews with experts based on field surveys and environmental characteristics through spatial data analysis and literature research. Evaluation factors were selected based on the survey results of 31 variables for 23 K. koreana habitats. Afterwards, the importance and evaluation range for each assessment factor were selected. The selection of survey variables, assessment factors, importance of each factor and assessment range was conducted through in-depth interviews with experts at each stage. As a result, the assessment factors and importance were 16% for precipitation of the wettest month, 10% for vegetation zone, 12% for vegetation type, 10% for crown canopy vitality, 14% for tree layer coverage, 13% for drainage grade, 12% for soil depth, and 13% for distance to stream including dry stream. This study provides basic ecological information and a habitat assessment system for K. koreana habitats. Therefore, it can be used as primary data for preparing an endangered wildlife conservation policy, preparing a habitat improvement plan, and selecting an alternative habitat.

콘크리트용 후설치 세트앵커의 매입깊이 및 콘크리트 강도에 따른 인발특성에 관한 실험적 연구 (An Experimental Study on Pullout Characteristics of Post-installed Set Anchor for Concrete Under Embedment Depth and Concrete Strength)

  • 숫러타;유승운
    • 한국산학기술학회논문지
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    • 제14권10호
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    • pp.5237-5242
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    • 2013
  • 최근 많은 교량들이 점증하는 교통량에 의해 상부슬래브 폭이 부족해지거나 침식으로 인해 하부구조가 구조적으로 취약해지는 경향이 있다. 이 경우 상부슬래브나 교각을 확장하여 보강하는 것이 경제적이기 때문에 실험 자료와 현장의 시공경험 등을 통해 교량의 적절한 확장방안을 확립할 필요가 있다. 그렇지만, 후설치 콘크리트 세트앵커를 사용하여 교량의 하부구조를 보수. 보강하는 경우 신구 콘크리트의 일체성 확보와 관련된 기존 실험자료는 매우 부족한 실정이며, 이에 따라 후설치 콘크리트 세트앵커를 사용하여 구조적인 일체성을 확보하기 위한 실험적인 연구가 매우 시급하다고 할 수 있다. 본 연구에서는 매입깊이 및 콘크리트 강도를 변수로 한 후설치 콘크리트 세트앵커의 인발파괴실험을 통하여 무근콘크리트에 매입된 후설치 세트앵커의 인발특성에 미치는 영향을 규명하는 것을 그 목적으로 한다. 매입깊이에 따른 영향은 콘크리트 강도가 클수록 최대 인발하중도 크다는 것을 알 수 있다. 콘크리트 강도에 상관없이 매입깊이 변수가 6배 이하인 경우 모두 콘크리트 파괴가 발생한 것으로 보아 매입깊이 변수가 8배 이상일 경우 파괴모드는 콘크리트 강도의 영향을 받지 않는 것으로 추정된다.

혈액투석 환자의 식사요법 적응 경험 (Hemodialysis Patients' Experience of Adapting to Dietary Therapy)

  • 양은경;김일옥
    • 성인간호학회지
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    • 제28권3호
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    • pp.323-333
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    • 2016
  • Purpose: The purpose of this study was to explore the meaning of the experience of adapting to the dietary treatment for hemodialysis patients. Methods: The data were collected through in-depth interviews of ten hemodialysis patients who have been dialyzed for longer than five months. Giorgi's phenomenological method was used for data analysis. Results: The findings included five constituents and 16 sub-constituents. The five constituents concerning diet therapy were: 'suffering', 'undergoing trial and error', 'understanding the need', 'finding alternatives', and 'realizing the meaning of dietary therapy.' Conclusion: The findings contribute to understanding the process of adapting to diet therapy. The results of this study may be utilized in assisting patients to understand the diet therapy process.

적층연삭숫돌을 사용한 원통연삭 공정에서 가공특성에 관한 연구 (A study on the grinding characteristics of the workpiece using the laminated grinding wheel in the cylindrical grinding process)

  • 김광희;이은종;김강
    • 한국생산제조학회지
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    • 제9권5호
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    • pp.165-171
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    • 2000
  • To get smoother ground surface, it is required to replace the grinding wheel with a finer-grit wheel. When the operator replaces the grinding wheel, the balancing and dressing of the wheel surface are necessary. So this replacement has a lot of problems like inconvenience to operators, delays in the operation time, and ineffectiveness in the production process. Therefore, a laminated grinding wheel, which consists of three layers, is provided. The side layers are coarse grits and the middle layer is made up of fine grits. To show the effectiveness of the laminated grinding wheel, experiments on the surface roughness and the material removal rate were performed respectively. As a result, it was found that the grinding process using a laminated grinding wheel can generate smoother ground surface in shorter time.

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섬도와 염료구조가 폴리에스테르 직물의 세탁견뢰도에 미치는 영향 (Effect of Denier and Dyestuff Structure on Washing Fastness of Polyester Fabric)

  • 강연희;백지연;이재웅;김삼수;허만우;이난형
    • 한국염색가공학회지
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    • 제13권3호
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    • pp.180-187
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    • 2001
  • Generally, polyester microfiber has much greater dye uptake than that of regular ones. In spite of high dye up-take visual shade depth of dyed fabric decreases with smaller denier, which results in poor washing fastness of dyed fabric. In this study, in order to investigate the washing fastness, polyester microfiber fabric was dyed by using two type of disperse dyes and treated with 3 different reduction clearing methods. The reduction clearing methods in this study are normal alkaline reduction clearing, $N_2$ gas replacement method, and ultrasonic treatment during reduction clearing. The results were as followings ; The most important factors affecting the washing fastness of polyester artificial suede fabric were found to be the reduction clearing method, the chemical structure of used disperse dyes and the structure and denier of fibers. It was also obtained that the heat treatment of dyed fabric decreased the washing fastness due to the dye migration from inner phase to surface.

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FINITE ELEMENT MODELING FOR HYDRODYNAMIC AND SEDIMENT TRANSPORT ANALYSIS (II) : SEDIMENT TRANSPORT STUDY

  • Noh, Joon-Woon
    • Water Engineering Research
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    • 제4권2호
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    • pp.99-109
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    • 2003
  • Since bed elevation changes are mainly dependent on the flow velocity and corresponding shear stress, it is possible to predict bed elevation numerically using velocity components. For the scour analysis due to channel contraction, a bed load transport model is developed and applied to estimate scour depth around coffer dam in the Mississippi River. During Phase I of the Lock & Dam No. 26 replacement project, a coffer dam was constructed to reduce the flow area approximately by 50%. Flow velocity increases due to the flow area reduction yields significant lowering (erosion) of the channel bed elevation. The proposed numerical model solves the sediment continuity equation using the finite element method to evaluate scour process in the vicinity of the coffer dam

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쇄석다짐말뚝에 의한 연약지반의 액상화 저감효과에 관한 연구 (Liquefaction Remediation by Rammed Aggregate Piers(RAP) on Soft Ground)

  • 안동석;배경태;박성완
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2008년도 춘계 학술발표회 초청강연 및 논문집
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    • pp.1030-1035
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    • 2008
  • Dynamic numerical analyses were performed to investigate the response of liquefaction remediation of rammed aggregate piers(RAP) on soft ground under free strain conditions. The safe factors of the soft ground reinforced by RAP during seismic loading of magnitude 6.5 were calculated. The results of simulation showed that factors of safety were affected various area replacement ratios, surcharge loads and depth of RAP systems.

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Shear Strength of Prestressed Steel Fiber Concrete I-Beams

  • Tadepalli, Padmanabha Rao;Dhonde, Hemant B.;Mo, Y.L.;Hsu, Thomas T.C.
    • International Journal of Concrete Structures and Materials
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    • 제9권3호
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    • pp.267-281
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    • 2015
  • Six full-scale prestressed concrete (PC) I-beams with steel fibers were tested to failure in this work. Beams were cast without any traditional transverse steel reinforcement. The main objective of the study was to determine the effects of two variables-the shear-span-to-depth ratio and steel fiber dosage, on the web-shear and flexural-shear modes of beam failure. The beams were subjected to concentrated vertical loads up to their maximum shear or moment capacity using four hydraulic actuators in load and displacement control mode. During the load tests, vertical deflections and displacements at several critical points on the web in the end zone of the beams were measured. From the load tests, it was observed that the shear capacities of the beams increased significantly due to the addition of steel fibers in concrete. Complete replacement of traditional shear reinforcement with steel fibers also increased the ductility and energy dissipation capacity of the PC I-beams.