• 콘크리트학회논문집
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• 제15권3호
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• pp.417-424
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• 2003

철근콘크리트 기둥-철골보(RCS)합성골조 접합부에서 지압 거동을 평가하고 지압설계를 위하여 단순화한 국부지압 실험을 수행하였다. 편심하중에 의해 국부지압을 받을 때 콘크리트의 쐐기작용과 띠철근의 횡구속 효과에 의해 저항된다. 실험결과 U형 지압보강근은 지압내력을 철근 강도만큼 증가시키면서 상세와 설치가 단순하여 효과적으로 나타났다. 띠철근 양에 따라 지압강도가 증가하며 이중 띠철근이 더욱 효과적으로 약20% 증가된다. 현행 ASCE설계지침에서 띠철근 규정은 지압내력이 2 $f_{ck}$ 가 되기 위해서는 다소 미흡하며, 지압강도는 띠철근과 이중 띠철근을 증가시킴에 따라 최대한 2.5 $f_{ck}$ 까지 사용할 수 있다. 본 연구의 결과로서 RCS 보기둥 접합부의 지압내력 추정을 위한 예측식이 제안되었으며 실험결과와 비교적 잘 일치되고 있다.

• 한국초등과학교육학회지:초등과학교육
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• 제27권3호
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• pp.273-286
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• 2008

The purpose of this study was to develop an instrument for assessing the attitude and the knowledge level of elementary school in-service and pre-service teachers' on the modem environmental issues, and to implement it. The results of this study could be summarized as following. First, the instrument for attitude was developed as a Likert-type scale, it was constituted of 30 items through the item-chosen processes to improve the validity and reliability. The Cronbach's Alpha coefficient of the attitude instrument was .899. Second, The instrument for knowledge was developed as a multiple-choice form with 와 distracts, and the final version was constituted of 35 items. The average discrimination, difficulty, and Cronbach's Alpha coefficient of the items were .367, .629, .899, respectively. Third, in-service elementary teachers have been thinking about the modern environmental problems more seriously than pre-service teachers. However, in-service teachers 'knowledge level was lower than pre-service teachers'. Fourth, women have been thinking about the modern environmental problems more seriously than men. However, there was no difference significantly between men and women on knowledge level. Fifth, This process of developing the instrument could be provided as a model for future research which will try to develop instruments for assessing attitude or knowledge of any new areas with constructs.

• International Journal of Fluid Machinery and Systems
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• 제4권1호
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• pp.179-190
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• 2011

The swirling flow developing in Francis turbine draft tube under part load operation leads to pressure fluctuations usually in the range of 0.2 to 0.4 times the runner rotational frequency resulting from the so-called vortex breakdown. For low cavitation number, the flow features a cavitation vortex rope animated with precession motion. Under given conditions, these pressure fluctuations may lead to undesirable pressure fluctuations in the entire hydraulic system and also produce active power oscillations. For the upper part load range, between 0.7 and 0.85 times the best efficiency discharge, pressure fluctuations may appear in a higher frequency range of 2 to 4 times the runner rotational speed and feature modulations with vortex rope precession. It has been pointed out that for this particular operating point, the vortex rope features elliptical cross section and is animated of a self-rotation. This paper presents an experimental investigation focusing on this peculiar phenomenon, defined as the upper part load vortex rope. The experimental investigation is carried out on a high specific speed Francis turbine scale model installed on a test rig of the EPFL Laboratory for Hydraulic Machines. The selected operating point corresponds to a discharge of 0.83 times the best efficiency discharge. Observations of the cavitation vortex carried out with high speed camera have been recorded and synchronized with pressure fluctuations measurements at the draft tube cone. First, the vortex rope self rotation frequency is evidenced and the related frequency is deduced. Then, the influence of the sigma cavitation number on vortex rope shape and pressure fluctuations is presented. The waterfall diagram of the pressure fluctuations evidences resonance effects with the hydraulic circuit. The influence of outlet bubble cavitation and air injection is also investigated for low cavitation number. The time evolution of the vortex rope volume is compared with pressure fluctuations time evolution using image processing. Finally, the influence of the Froude number on the vortex rope shape and the associated pressure fluctuations is analyzed by varying the rotational speed.

• 대한간호학회지
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• 제46권1호
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• pp.29-38
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• 2016

Purpose: The Perinatal Post-Traumatic Stress Disorder Questionnaire (PPQ) was designed to measure post-traumatic symptoms related to childbirth and symptoms during postnatal period. The purpose of this study was to develop a translated Korean version of the PPQ and to evaluate reliability and validity of the Korean PPQ. Methods: Participants were 196 mothers at one to 18 months after giving childbirth and data were collected through e-mails. The PPQ was translated into Korean using translation guideline from World Health Organization. For this study Cronbach's alpha and split-half reliability were used to evaluate the reliability of the PPQ. Exploratory Factor Analysis (EFA), Confirmatory Factor Analysis (CFA), and known-group validity were conducted to examine construct validity. Correlations of the PPQ with Impact of Event Scale (IES), Beck Depression Inventory II (BDI-II), and Beck Anxiety Inventory (BAI) were used to test a criterion validity of the PPQ. Results: Cronbach's alpha and Spearman-Brown split-half correlation coefficient were 0.91 and 0.77, respectively. EFA identified a 3-factor solution including arousal, avoidance, and intrusion factors and CFA revealed the strongest support for the 3-factor model. The correlations of the PPQ with IES, BDI-II, and BAI were .99, .60, and .72, respectively, pointing to criterion validity of a high level. Conclusion: The Korean version PPQ is a useful tool for screening and assessing mothers' experiencing emotional distress related to child birth and during the postnatal period. The PPQ also reflects Post Traumatic Stress Disorder's diagnostic standards well.

• 대한간호학회지
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• 제46권6호
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• pp.813-823
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• 2016

Purpose: This study was done to develop and validate a measure to evaluate the Korean version of psychological insulin resistance (K-PIR) in patients with diabetes in Korea. Methods: Items were initially generated from literature reviews and interviews with 19 patients with diabetes. The content validity of the items was evaluated by experts. Participants were 424 patients with diabetes recruited through convenience sampling. A cross-sectional survey was designed for item-analysis, exploratory factor analysis with principal axis factoring, and confirmatory factor analysis. Cronbach's alpha was calculated to measure the internal consistency. Results: For the 24 items of the Korean version of psychological insulin resistance, six items were eliminated because of low correlation with the other items. Exploratory factor analysis with 18-item showed that two factors (psycho-cognitive factor and supportive factor) explained 41.8% of the variance, and the factor structure of K-PIR model had a good fit. Internal consistency of K-PIR with 18 items revealed good reliability. Conclusion: The findings show that the K-PIR is reliable for measuring the psychological resistance to insulin therapy for Korean patients with diabetes. However, further study is needed to evaluate the validation because the proportion of variation of K-PIR was low in this study.

• 한국해양공학회지
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• 제29권2호
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• pp.143-153
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• 2015

This paper presents the results of an experimental study on the motion of an FPSO (Floating production storage and off-loading) and the characteristics of the mooring systejavascript:confirm_mark('abe', '1');m according to the turret position. Model tests of a turret-moored FPSO were carried out in the Ocean Engineering basin of KRISO. The FPSO was moored using an internal turret and catenary mooring. The models (1/60 scale) that were prepared included the FPSO, turret, and mooring lines. The experiments were conducted in irregular waves and combined environments, with waves, currents, and winds. A time-domain simulation was performed using OrcaFlex. The motion response and mooring line tension from the present calculations were compared with the results of experiments, and the agreement was fairly good. In addition, the results showed that the weathervaning stability was improved when the position of the turret was moved in the bow direction.

• 천문학회보
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• 제41권1호
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• pp.47.3-48
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• 2016

The zodiacal light (ZL), combination of the sunlight scattered by and the infrared light emitted by the interplanetary dust (IPD) particles, changes with time due to the asymmetric distribution of the particles with respect to the Earth's orbit. Especially, the variation of the ZL brightness toward the ecliptic poles are useful to probe the properties of the global distribution of the IPD because we can evade the effect of the small scale structures, such as the asteroidal dust bands. The ecliptic poles are frequently visited by the infrared (IR) space telescopes owing to their sun-synchronous orbits or for specific purposes. We collect and analyze the observations toward the ecliptic poles by COBE/DIRBE, AKARI, and MIRIS, covering the wavelengths from about 1 to $25{\mu}m$. The observed seasonal variations of the ZL are modeled with a simple IPD cloud model to derive cloud parameters. The parameters are compared with those of the empirical cloud models by Kelsall et al. (1998) and Kondo et al. (2016), and the discrepancies are discussed.

• 한국지반신소재학회논문집
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• 제7권1호
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• pp.39-44
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• 2008

최근 경제가 성장함에 따라 산업지역과 거주지의 요구가 증가하고 있다. 그러나 양질의 지반상태 지역을 구하기가 어렵다. 경제적이고 균형적인 지역 발전을 위하여 내륙지역 뿐만 아니라 연약지반에도 새로운 프로젝트가 수행되고 있다. 연약지반은 복잡한 공학적 특성과 강도가 낮고 대상 지역의 심도가 깊은 많은 변수를 가지고 있기 때문에 연약지반의 공학적 특성을 정확하게 분석하고 안정적인 계측과 경제적인 설계와 관리방법을 찾는것이 필요하다. 연직배수공법은 프리로딩과 통수능력을 가진 여러 종류의 배수재를 사용하여 연약지반과 퇴적지반의 압밀촉진을 위하여 많이 사용되고 있다. 본 논문에서는 폐석회 지반에 2가지 형태의 연직배수재를 적용하여 통수능력 분석하였다.

• 한국지반공학회논문집
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• 제21권5호
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• pp.51-58
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• 2005

본 연구에서는 말뚝지지 전면기초에 대한 대규모 모형실험을 실시하여 여러 가지 조건에 따른 하중분담률을 측정하였다. 모형실험은 동일한 조건하에서 비접촉 무리말뚝과 말뚝지지 전면기초 두가지 상태로 실시되었고, 지반의 상대밀도와 종류, 말뚝길이, 간격, 배열상태와 말뚝관입방법 등의 조건들을 변화시켜 실험을 실시하였다. 모형실험 결과, 말뚝관입방법과 지반 종류에 따른 하중-침하 곡선은 큰 차이가 없는 것으로 나타났다 재하하중이 작은 경우에는 대부분의 하중을 말뚝들이 부담하지만, 하중이 커지면 래프트도 상당한 하중을 분담하는 것으로 나타났다. 모래지반의 상대밀도가 높을수록 말뚝지지 전면기초의 하중분담률은 감소하는 경향을 나타내며, 말뚝간격이 넓어지고, 말뚝길이가 길어질수록 하중분담률은 증가하는 경향을 나타냈다. 그러나 말뚝관입방법과 하부 지반의 종류는 말뚝지지 전면기초의 하중분담률에 큰 영향을 주지 않는 것으로 평가되었다.

• 한국지반공학회논문집
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• 제15권2호
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• pp.17-27
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• 1999

도심지에서의 대규모. 대심도 굴착공사가 빈번해짐에 따라서 굴착이 배면지반은 물론, 인접 구조물에 미치는 영향을 정확히 평가하는 것이 중요한 문제로 대두되고 있다. 그러나 일상적으로 굴착의 영향을 평가할 때 구조물의 존재 유무에 관계없이 주위 지반 침하량을 산정하고 있는데 이는 옳지 않다고 판단된다. 본 연구에서는 굴착시 구조물이 토류벽체에 인접하여 놓여있는 경우에 각기 다른 지보강성과 벽면마찰각을 갖는 다양한 조건하에서 굴착으로 인한 주위 지반 및 구조물의 거동을 평가하기 위하여 구조물의 평면 및 단면상에서의 위치를 변화시켜가면서 모형실험을 실시하였다. 그 결과로부터 인접 구조물이 지표면에 위치할 경우에 이격거리가 굴착깊이의 0.3배 이내이면 구조물이 없을 때와 비교하여 최대 181%의 추가 침하가 발생하며, 1.0배 이상 떨어지면 구조물에 의한 추가적인 영향은 없다는 결론을 얻었다. 그리고 구조물 기초의 근입깊이가 깊어질수록 추가로 영향받는 영역이 줄어들고 기초의 근입깊이가 굴착깊이의 0.75배 이상이면 추가 침하는 거의 발생하지 않았다.