• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2000년도 춘계학술대회논문집
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• pp.1479-1486
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• 2000

This paper introduces the improved moving frame acoustic holography (MFAH) method and its application. MFAH allows us to visualize the noise generated by moving noise sources by employing a vertical line array of microphones affixed to the ground. The sound field generated by moving sources is different from that of stationary ones due to the movement of the sources. Therefore the measured sound pressure by the microphone on the ground has to be processed so that it cooperates the effect of the movement. This paper discusses the effect of moving noise sources on the obtained hologram by MFAH. This assures the applicability of MFAH to the visualization of moving sources. This paper also reviews the improved MFAH that can visualize a coherent narrow band noise and a pass-by noise. The practical applicability of the improved MFAH was demonstrated by visualizing tire noise during a pass-by test.

• 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.

• 한국농공학회지
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• 제37권2호
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• pp.73-85
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• 1995

This study aimes at investigating the applicability of single surface work - hardening model(7, 8) to clayey soils through FEM analysis. The comparison was carried out for the results between numericaL analysis and cubical triaxial tests in which confined stress was applied differently and 3-directional principal stress can be controlled. Furthermore, the results of the numerical analysis were compared with observed values of load test on the 2-dimensional model foundation composed of clayey soils. The agreement between nu- merical and observed values proved to be of high accuracy, which indicates that numeri- cal techniques developed during this study using the model can be used for the prediction of settlement, leteral displacement and pore water pressure of actual soft foundation of clayey soils.

• 한국농공학회:학술대회논문집
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• 한국농공학회 2005년도 학술발표논문집
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• pp.393-398
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• 2005

In order to treat flow problems for an unsaturated soils, it is required the mediation of the coefficient of permeability with variation of suction. The coefficient of permeability for soils can be determined by the direct or indirect methods. The direct methods of permeability can be performed either in the laboratory or in the field. The indirect methods can be predicted from the soil-water characteristics curve. Laboratory test methods to measure the coefficient of permeability can be categorized into two types, steady-state and unsteady-state. In this study, the coefficient of permeability for unsaturated soils was determined by the modified apparatus for steady state-method(Klute, 1972) and was predicted from the equations of Brooks and Corey(1964) and Van Genuchten(1980). Experimental results were compared with predicted coefficient of permeability and verified applicability of the two equations.

• 설비공학논문집
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• 제14권10호
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• pp.854-862
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• 2002

In the previous research, a simplified correlation method was developed as an easy prediction tool for comparing energy use of cooling plants. The purpose of this paper is to test the applicability of this method for economic evaluation with two zones of a 20-story commercial building in Seoul. The results of this method were compared with the DOE-2 simulation and actual measured data. Then, Comparisons of life cycle cost were carried out for three types of cooling plants. Testing of one zone showed good agreement of within 10% error in cooling energy use and within 2% error in LCC. But testing of the other zone indicated that the use of this method were invalid when input variables were used beyond its valid range.

• 한국환경과학회지
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• 제2권1호
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• pp.9.2-19
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• 1993

A laboratory study was conducted to investigate the immobilization of the laboratory waste sludge, mainly from chemical oxygen demand (COD) waste, using cementitious binders. The binders were: Ordinary Portland Cement (OPC), and lime-Rice Husk Ash (RHA) cement. The economic evaluation was done for three different kinds of cementitious binders, namely, OPC, Portaind Rice Husk Ash Cement (PRHAC) which contained rice husk ash U percent by dry weight, and lime-RHA cement. The result showed that lime-RHA cement was the cheapest. The applicability of Freundlich's desorption isotherm was studied to assess the teachability of sludges. The teachability of cement mortars was found to follow the desorption isotherms. Therefore, it was concluded that based on this test, the leachate concentrations of the solidified heavy metals could be predicted, approximately by the Freundlich's isotherm desorption modeling.

• 공학교육연구
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• 제24권4호
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• pp.30-40
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• 2021

The purpose of this study is to verify the effectiveness the IoT program in online, and explore the applicability of the design course in consideration of design elements and realistic constraints for engineering education accreditation in online. For this study, IoT programs developed based on online classes were operated, and the effectiveness as a subject was verified through satisfaction surveys, competency test, and interview of participating students. In addition, by presenting design elements and realistic constraints in a online environment required to apply to engineering design courses, it is expected that they can be used as basic data in developing and operating actual design curriculum.

• 한국산학기술학회논문지
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• 제15권1호
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• pp.331-343
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• 2014

본 연구의 목적은 National Collaborating Centre for Nursing and Supportive Care (NCC-NSC)에서 개발한 수술 환자의 체온 관리 근거중심 가이드라인의 국내 타당성을 검증하기 위한 것이다. 수술 환자 관리 경험 및 지식이 풍부한 의사와 간호사 총 180명으로 구성된 전문가 집단을 대상으로 가이드라인 각각의 권고사항에 대한 적절성과 적용가능성을 평가하였다. 수집한 자료는 SPSS/WIN 18.0을 이용하여 평균, 표준편차, paired t-test 이용하여 분석하였다. 가이드라인의 적절성과 적용가능성은 9점 척도로 각각 평균 8.11점과 7.28점으로 높게 나타났으며, 대부분의 권고사항의 적절성과 적용가능성도 평균 6-8점 이상으로 비교적 높게 평가되었다. 그러나 대부분의 가이드라인 권고사항에서 적절성이 적용가능성 보다 유의하게 높게 나타나, 실제 임상환경에서 가이드라인의 권고사항을 직접 적용하는 데는 장애가 있는 것으로 나타났다. 따라서 가이드라인의 권고사항을 임상환경에 적용하는 데 장애가 되는 요인을 확인하고 이를 적절히 해결하는 방안이 모색되어야 할 것이다.

• 한국지반공학회논문집
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• 제19권2호
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• pp.135-146
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• 2003

본 논문에서는 지반의 전단파 속도 주상도를 획득하기 위한 현장 시험법으로 표준관입시험 샘플러를 가진원으로 이용한 업홀 시험기법을 연구하였다. 제안된 업홀 시험은 지표면에 여러 개의 속도계를 시추 장비로부터 일정한 간격으로 한 줄로 배치를 하고 표준관입시험의 시료 채취기로부터 발생되는 진동원의 신호를 계측하여 지반의 전단파속도 주상도를 도출하는 방법이다. 여러 선행 실험을 통하여 확립된 업홀 시험 방법 및 결과 분석법에 대해 소개하였다. 진동원과 감지기간의 거리가 멀기 때문에 지반에서 진행되는 전단파의 진행 경로는 지반의 강성 변화에 근거한 굴절 경로를 적용하였다. 국내 3개 시힘 부지에서 수행한 업홀 시힘결과를 동일 부지에서 행한 다운홀, SASW시험 및 SPT-N치와 비교하여 봄으로써 제안된 업홀 시험의 현장 적용성을 확인하였다.

• 한국도로학회논문집
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• 제7권4호
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• pp.91-102
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• 2005

아스팔트 바인더 Stiffness와 혼합물의 변형강도 및 동적크리프 특성과의 상관성 분석을 토대로 혼합물의 소성변형 저항성 (내변형성) 추정을 위한 Kim test의 적용성을 고찰하였다. 본 연구는 골재 2종류, AC 60-80 및 이를 개질한 총 8종류의 바인더로 총 16가지 혼합물을 제조하였다. DSR로 각 바인더의 $G^*/sine\delta$를 측정하였으며 Kim test의 변형강도와 동적크리프 시험의 최종변위(FD)와 동적안정도(DS)를 각 혼합물로부터 측정하였다. 바인더의 $G^*/sine\delta$와 소성변형 관련 3가지 특성($S_D$. FD, DS)과의 상관성 분석 결과 $G^*/sine\delta$와 $S_D$와 상관성이 가장 높은 것으로 나타났다 $(R^2=0.88)$ 이는 혼합물에 내재해 있는 내변형성의 차이를 Kim test가 더 잘 구분해 낼 수 있음을 의미한다. 또한 DS와 $S_D$의 회귀분석 결과, $R^2$이 약 0.84 이상을 보여 변형강도는 동적크리프 시험의 동적안정도와 좋은 상관성을 가짐을 확인하였다. 따라서 본 연구를 통하여 아스팔트 혼합물의 내변형성 평가시 Kim test의 활용 가능성이 매우 높음을 확인하였다.