• 한국전기전자재료학회:학술대회논문집
• /
• 한국전기전자재료학회 2004년도 추계학술대회 논문집 Vol.17
• /
• pp.628-631
• /
• 2004

A tetrafluoromethane$(CF_4)$ is most useful gas in plasma dry etching, because it has a electron attachment cross-section. therefor it is important to calculate transport coefficients like electron drift velocity, ionization coefficient, attachment coefficient, effective ionization coefficient. and critical E/N. The aim of this study is to get these transport coefficients for information of the insulation strength and efficiency of etching process. Electron transport coefficients in $CF_4+Ar$ gas mixture are simulated in range of E/N values from 1 to 250 [Td] at 300[K} and 1 [Torr] by using Boltzmann equation method. The results of this method can be important data to present characteristic of gas for plasma etching and insulation, specially critical E/N is a data to evaluate insulation strength of a gas. and is presented in this paper for various mixture ratios of $CF_4+Ar$ gas mixture.

• 대한환경공학회지
• /
• 제31권2호
• /
• pp.119-124
• /
• 2009

본 연구의 목적은 입상활성탄에서 이온강도와 철첨착이 Enterococcus faecalis의 부착에 미치는 영향을 분석하는 것이다. 야자계 입상활성탄(c-GAC), 철첨착된 야자계 입상활성탄(fc-GAC), 산세척된 야자계 입상활성탄(a-GAC), 그리고 철첨착된 산세척 야자계 입상활성탄(fa-GAC)에서 박테리아 부착을 관찰하기 위하여 두 가지 용액조건(NaCl 1, 10 mM)에서 칼럼실험을 수행하였다. 실험결과, c-GAC에서 이온강도가 1에서 10 mM로 증가함에 따라 박테리아의 질량회수율은 77.3에서 61.6%로 감소하였고, a-GAC에서는 질량회수율이 71.6에서 32.3%로 감소하였다. 이는 이온강도가 증가함에 따라 입상활성탄에서 박테리아의 부착이 증진될 수 있음을 나타낸다. 한편, fc-GAC에서 질량회수율은 62.6% (1 mM)과 53.3% (10 mM)이었고, fa-GAC에서는 50.8% (1 mM)과 16.9% (10 mM)이었는데, 이들 질량회수율이 c-GAC와 a-GAC에서의 질량회수율보다 낮았다. 이는 철첨착에 의하여 입상활성탄에서 박테리아의 부착이 증진될 수 있음을 나타낸다. 본 연구는 입상활성탄에서 박테리아의 부착과 관련하여 이온강도와 철수산화물 첨착의 영향에 대한 정보를 제공하고, 나아가 표면이 변형된 입상여재를 이용한 미생물의 제거에 관한 지식을 증진시킬 것이다.

• Journal of the Korean Academy of Child and Adolescent Psychiatry
• /
• 제17권2호
• /
• pp.91-97
• /
• 2006

The effects of the Attachment Promotion Therapy (APT) program for the autistic children were reviewed by 8 papers. The program was consisted with play activity centered mother-child interaction, educational activity for parents, lecture, video-feedback, and support. APT program was effective to improve the attachment behaviors and attachment security. And the mother's behaviors to her child became more child-centered, positively responsive, expressive supportively. Ninety six point seven percent of the mothers were satisfied with the APT program. They described that it was helpful to understand their children's developmental limitation and strength, to learn how to play with their children, to make supportive social network among the mothers, to minimize familial conflicts, and to make them much more comfortable with their children. They thought the APT Program was to be a steppingstone of the further educational program. APT program is an effective early intervention to promote social development and decrease autistic problems.

• 대한치과교정학회지
• /
• 제3권1호
• /
• pp.21-28
• /
• 1972

저자는 direct bonding system의 pretreatment액 처리후 Epoxy adhesive의 bonding strength의 변화를 측정하기 위해서 발거된 상악 전치 진면 법랑질 표면에 pretreatment액으로서 $65\%$ phosphoric acid를 도포한 실험군과 도포하지 않은 비교군을 비교연구하고 임상에 적용하여 다음과 같은 결과를 얻었다. 1. 법랑질 표면에 pumicing과 $65\%$ phosphoric acid를 도포했을때 joint strength는 현저히 상승했다. 2. Epoxy adhesive의 bonding strength는 plastic attachment를 치아면에 접착유지시키기에 충분하며 임상적으로 이용할 수 있다. 3. Joint area가 클 수록 bonding strength는 증가했다.

• 한국강구조학회 논문집
• /
• 제12권5호통권48호
• /
• pp.463-473
• /
• 2000

이 연구에서는 국내 피로설계규정상의 응력범주 C, D, E 및 E'에 해당하는 표준적인 구조인 십자 연결형, 면외거셋 부착형, 면내거셋 부착형 및 덮개판형을 모형화한 소형 시험편에 대한 피로실험을 실시하여 실험결과에 따라 각 시험편에 해당하는 국내 피로설계규정을 검증하며, 실험결과와 외국의 공개 데이터와의 비교 검토를 통해 국내 제작 강구조상세의 평가기준을 검토하였다. 실험 결과, AASHTO 및 JSSC, Eurocode의 관련 규정 값을 대부분 만족하는 것으로 확인되었다. 그러나, 십자연결형 접착부에 있어 모재가 파단된 하중전달형의 경우는 하중비전달형 보다 피로강도가 작으며, AASHTO 설계기준을 만족시키지 못하므로 설계기준에 대한 재검토가 필요할 것으로 판단된다. 한편, 요접부 길이의 영향은 면외거셋 에서 부착부 길이 80mm 시험편보다 150mm 시험편의 피로강도가 낮게 나타나 용접구조부 길이의 영향이 있음을 확인하였다. 실험결과들을 종합해보면, AASHTO 규정에 입각한 국내 시방서상의 피로규정을 대부분 만족하고 있으나, 보다 세분된 범주로 규정하고 있는 JSSC 및 Eurocode의 설계기준이 본 연구의 실험결과와 비교할 때 보다 합리적인 것으로 생각된다.

• 전기학회논문지P
• /
• 제58권1호
• /
• pp.44-47
• /
• 2009

This paper describes the information for quantitative simulation of weakly ionized plasma. We must grasp the meaning of the plasma state condition to utilize engineering application and to understand materials of plasma state. $SF_6$ gas is widely used in industrial of insulation field. In this paper, $N_2$ is mixed to improve pure $SF_6$ gas characteristics. Electron transport coefficients in $SF_6-N_2$ mixture gases are simulated in range of E/N values from 70 to 400 [Td] at 300K and 1 Torr by using Boltzmann equation method. The results of this method. which are ionization coefficient, attachment coefficient, effective ionization coefficient, and critical E/N, can be important data to present characteristic of gas for insulation. Specially critical E/N is a data to evaluate insulation strength of a gas and is presented in this paper for various mixture ratios of $SF_6-N_2$ mixture gases.

• 대한건축학회논문집:구조계
• /
• 제35권8호
• /
• pp.123-130
• /
• 2019

Recently, it is required to develop a monitoring technology that combines an FBG sensor as a means for continuously monitoring whether reinforcing effect of FRP is maintained on FRP reinforced structural members. However, most existing researches focus on the insertion of FBG sensors into bar-shaped FRPs, and there is insufficient study on the details strip-type FRPs combined with FBG sensors. Therefore, in this paper, it is studied to develop a reinforcement in which a FBG sensor is combined with a FRP strip. Especially, combination of FRP and FBG sensor. For this, a series of experiments were performed to find the adhesive strength of fiber-FRP-epoxy joints, the tensile strength of FBG sensor part with reflection-lattice, and the performance depending on the connection method of FRF and FBG sensor. As a result of the study, it was found that a minimum strength of $216.15N/mm^2$ is required for incorporating FBG sensors in FRP using epoxy. It is considered that the adhesion length of epoxy joints should be more than 50mm. When the FBG sensor is attached to the FRP strip as an epoxy, it is considered appropriate to use the complete attachment and the sensor non-attachment method.

• Advances in concrete construction
• /
• 제5권2호
• /
• pp.173-182
• /
• 2017

This paper is aimed at determining the shear and impact strength of waste plastic fibre reinforced concrete. M30 grade of concrete is prepared with waste plastic door fibres cut into 5 mm width and aspect ratios of 30, 50, 70, 90 and 110. Fibres are used in a volume fraction of 0 to 1.5% with an increment of 0.25%. L shaped specimens are cast for shear strength tests and flat plates of size $250{\times}250{\times}30mm$ are used for impact tests. "Drop ball method" is used for checking the impact strength. Shear strength is checked with L shaped specimens under UTM with a special attachment. It was found that up to 1.25% of waste plastic fibres can be effectively used for better strength of concrete both in shear and impact. Shear and impact strength were found to be increasing up to a volume fraction of fibres of 1.25%.

• 한국공간구조학회논문집
• /
• 제16권2호
• /
• pp.61-68
• /
• 2016

Behavior of RC(Reinforced-concrete) beam-column connections has been subjected to the earthquake loading has been determined by shear and attachment mechanism. However, since the shear and attachment are very fragile for cycle loadings. Through occurring plastic hinges at the beam, the column and the connection should remain elastic condition and the beam should dissipate the energy from the earthquake. This study was investigate on the seismic performance of 6 RC beam - column connections built with the high strength reinforcements (700MPa) based on design and detailing requirements in the ACI 318-05 Provision and KCI-07 appendix II. This is aimed to evaluate the effect of the high-strength reinforcements as used the beam-column connection members. The main comparisons were the seismic performance of the connections affect the seismic performance in terms of strength, stiffness and ductility, joint shear stress-strain. A total of 6 beam-column specimens were built with a 1/2 scale and subjected to the cyclic loadings. Main design considerations were the area of the longitudinal reinforcements of the beam and details of the beam-column joint designed based on the seismic code. Cyclic test results are given and recommendations for the usage of high strength reinforcements for the seismic design is provided.

• 대한소아치과학회지
• /
• 제44권4호
• /
• pp.419-426
• /
• 2017

맹출 장애 치료를 위해 교정력을 이용한 매복치의 맹출 유도를 시행하며, 이 과정 중 여러 원인에 의해 부착 실패가 일어날 수 있다. 이 연구의 목적은 산부식 레진 접착 시스템과 자가 산부식 접착 시스템을 이용하여 전단 결합 강도를 평가해보고, 접착 과정 중, 프라이머 도포 후 광중합 단계를 생략하여 시간 절약이 전단 결합 강도에 미치는 영향을 평가해보고자 하였다. 발거된 사람의 상악 전치부 40개 치아를 대상으로 I군과 II군은 산부식 후 프라이머로 Transbond$^{TM}$ XT Light cure Adhesive primer를 적용 하였으며 III군과 IV군은 Transbond$^{TM}$ Plus Self Etching primer을 적용 하였다. I군과 III군은 제조사의 지시 사항대로, II군과 IV군은 접착제 도포 후 광중합 단계를 줄여 부착을 시행하였다. 그 후 전단결합강도와 접착제 잔류 지수(Adhesive Remnant Index, ARI)를 이용하여 기록하였다. 전단결합강도는 I군, II군, III군 그리고 IV군 순으로 컸으며 대조군인 I군과 실험군 간에만 유의차가 있었다(p < 0.05). ARI 지수는 I군, III군, IV군 그리고 II군 순으로 대조군에서 치면과 레진 사이의 결합력이 컸다. 대조군이 유의하게 전단결합강도가 높았으나 다른 군에서도 임상적으로 유용한 전단결합강도를 가진다.