• 임상간호연구
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• 제23권3호
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• pp.281-292
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• 2017

Purpose: The purpose of this study was to verify the validity and applicability of the Clinical Ladder System(CLS) Model for nurses and to suggest a model for nurses in general hospitals as well as tertiary hospitals. Methods: After refining questionnaires through focus group participation, a survey was carried out with 50 nurse managers and 500 staff nurses from 6 tertiary hospitals and 4 general hospitals. S-CVI and i-CVI for validity and applicability were calculated. Differences in validity and applicability by the type of hospitals and characteristics of respondents were analyzed using t-test and ANOVA. Results: S-CVI for validity and applicability of the CLS model were over 0.8 in two types of hospitals and the validity and applicability of the CLS model were confirmed. No differences were found in the total score for validity between the 2 types of hospitals, but in applicability, general hospitals had significantly lower applicability than tertiary hospitals. Some items showed difference according to characteristics of the respondents. CLS models were postulated based on the study results. Conclusion: The CLS model refined through this study can be used for nurses. In application, modifications are needed according to the conditions of each hospital.

• 한국강구조학회 논문집
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• 제25권5호
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• pp.509-518
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• 2013

본 연구는 지속가능한 구조설계 정보의 인터페이스 모듈의 개발에 관한 것으로 구조해석 S/W인 Midas/Gen과 BIM S/W인 Tekla Structures를 대상으로 한다. 모듈의 개발은 기존 연구의 내용을 근간으로 기능과 적용성을 개선하였다. 기존 연구에서 모델 정보를 양방향으로 교환하는데 있어 기능적으로 문제가 없었지만, 구조해석모델과 실시설계 모델의 특성 차이로 적용성이 제한적이고 일회적이라는 문제점을 가지고 있었다. 본 연구에서는 기존 연구에서 발생하는 문제점을 분석하고, 그에 대한 해결책을 제시하였으며, 이를 반영하여 인터페이스 모듈의 적용성을 개선하고자 하였다.

• 한국농공학회지
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• 제40권1호
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• pp.96-105
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• 1998

Soil properties, drain conditions and numerical analysis technique have great influence upon consolidation behavior. In relevant to the above described fact, this paper aims to examining the applicability of prediction model of consolidation as well as deformation characteristics for soft clayey foundation improved by sand drain. A case study for actual foundation of Kwangyang steel works was performed. Single drain consolidation model proposed by Hansbo and Biot's consolidation theory coupled with modified Cam-clay model developed during the research were employed for the FEM numerical analysis of the foundation. Both smear effect and drain capacity were taken into account for the analysis. Finally the applicability of the newly developed technique to the behavior of foundation composed of soft clay proved satisfactory.

• 정보화정책
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• 제20권1호
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• pp.85-109
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• 2013

본 연구는 오픈소스 소프트웨어(OSS, Open Source Software)의 실질적인 활용을 증대시키기 위해 성숙도뿐 아니라 적용성까지 평가하는 모델과 구현 방법을 제시한다. 이 모델은 기존 모델에서 평가될 수 없었던 적용성을 측정하기 때문에, OSS를 신규 도입하거나, 상용 소프트웨어를 OSS로 대체, 또는 OSS를 상용 소프트웨어와 비교 시 활용할 수 있도록 사용자들을 지원한다. 이 모델의 설계 및 구현을 위해 7단계의 방법론을 제시하였고, 설문을 실시하여 모델의 타당성과 신뢰성을 검증하였다. 또한, 이 방법론을 기반으로 인프라 부분에서 OSS에 대한 성숙도와 적용성을 평가하는 실제적인 예를 제공함으로써 이 모델의 실용성을 입증하였다. 향후 일반 사용자뿐만 아니라 정보화 담당자들까지도 산업적인 적용을 위해 최적의 OSS를 이 모델을 활용하여 선정할 수 있을 것이다. 따라서 본 연구의 결과가 OSS 활성화 정책에 크게 기여할 것으로 기대된다.

• 한국방재학회 논문집
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• 제10권6호
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• pp.131-138
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• 2010

본 연구에서는 저류함수법의 매개변수 추정을 위해 개발한 범용모형을 토대로 관측수문자료를 보유하고 있는 16개 댐유역에 적용하여 그 적정성을 확인하였다. 저류함수법의 기존 매개변수 추정식은 대부분 한정된 조건에서 얻어졌고 다양한 유역특성을 고려할 때 물리적 의미가 없는 값이 얻어지는 경우가 많아 미계측유역에서 적용이 회피되어 왔다. 본 연구에서 개발된 매개변수 추정결과는 이러한 문제를 보이지 않으면서도 다양한 유역특성인자의 변화에 민감하게 반응할 수 있는 특성을 보여주고 있었다. CN방법에 의해 직접적으로 도출된 유효우량과 함께 범용모형을 이용한 매개변수 추정을 토대로 미계측유역에서 저류함수법의 활용성을 높일 수 있을 것으로 기대된다.

• 한국농공학회지
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• 제45권2호
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• pp.116-125
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• 2003

Predictions of stream water quality require both estimation of pollutant loading from different sources and simulation of water quality processes in the stream. Nonpoint source pollution models are often employed for estimating pollutant loading in rural watersheds. In this study, a conjunctive application of SWAT model and WASP model was made and evaluated for its applicability based on the simulation results. Runoff and nutrient loading obtained from the SWAT model were used for generating input data for WASP model. The results showed that the simulated runoff was in good agreement with the observed data and indicated reasonable applicability. Loading for the water quality parameters predicted by WASP model also showed a reasonable agreement with the observed data. It is expected that stream water quality could be predicted by the coupled application of the two models, SWAT and WASP, in rural watersheds.

• Nuclear Engineering and Technology
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• 제53권11호
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• pp.3528-3542
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• 2021

A detailed geometrical model of a Krško reactor core was developed using a Monte Carlo neutron transport code MCNP. The main goal of developing an MCNP core model is for it to be used in future research focused on ex-core calculations. A script called McCord was developed to generate MCNP input for an arbitrary fuel cycle configuration from the diffusion based core design package CORD-2, taking advantage of already available material and temperature data obtained in the nuclear core design process. The core model was used to calculate 3D power density profile inside the core. The applicability of the calculated power density distributions was tested by comparison to the CORD-2 calculations, which is regularly used for the nuclear core design calculation verification of the Krško core. For the hot zero power and hot full power states differences between MCNP and CORD-2 in the radial power density profile were <3%. When studying axial power density profiles the differences in axial offset were less than 2.3% for hot full power condition. To further confirm the applicability of the developed model, the measurements with in-core neutron detectors were compared to the calculations, where differences of 5% were observed.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2004년도 춘계 학술발표회 제16권1호
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• pp.696-699
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• 2004

Generally, the time history analysis among seismic response analyses of a structure needs more times than static analysis. Therefore the mechanical model of a structure has been used as a simple lumped parameter model in time history analysis. For the most cases, the simple mechanical model shows the similar results to that of detailed finite element model. so it is reasonable to use the simple mode] in preliminary analysis. In seismic design of liquid storage tank, such as LNG storage tank, the lumped parameter mode] also is being used in preliminary analysis, however sometimes shows the differences to the results of detailed finite element model. Therefore in this study, the dynamic characteristics between lumped parameter model and detailed finite model is compared for the variables such as height/diameter of liquid-storage tank and thickness of wall, then the applicability of beam mode] to the seismic response analysis are evaluated for some liquid storage tanks.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2012년도 학술발표회
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• pp.976-976
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• 2012

The applicability of a distributed rainfall-runoff model for large river basin flood forecasts is analyzed by applying the model to the Nakdong River basin. The spatially explicit hydrologic model was constructed and calibrated by the several storm events. The assimilation of the large scale Nakdong River basin were conducted by calibrating the sub-basin channel outflow, dam discharge in the basin rainfall-runoff model. The applicability of automatic and semi-automatic calibration methods was analyzed for real time calibrations. Further an ensemble distributed rainfall runoff model has been developed to measure the runoff hydrograph generated for any temporally-spatially varied rainfall events, also the runoff of basin can be forecast at any location as well. The results of distributed rainfall-runoff model are very useful for flood managements on the large scale basins. That offer facile, realistic management method for the avoiding the potential flooding impacts and provide a reference for the construct and developing of flood control facilities.

• 콘크리트학회논문집
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• 제12권5호
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• pp.81-92
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• 2000

A fixed angle softened truss model has been developed in order to predict both shear strength and deformation of reinforced concrete members. The model takes into account the contribution of concrete by accuming the angle of cracks in the postcracking concrete that coincides with the reinforced concrete principal compressive angle determined by the applied stresses. Therefore, this model is capable of predicting the contribution of concrete from the govering equilibrium and compatibility equations including the shear stress and strain developed along concrete diagonal crack. However, the model has a limiting range to be applicable for reinforced concrete members. This research proposes a new algorthm of fixed angle softened truss model capable of removing the limitation of applicability. The proposed algorithm adopts a new conception of constitutive laws. The average normal stresses of concrete in the x- y- directions can be calculated by transforming the principal stresses of concrete. The proposed algorthm is verified by comparing to the test results.