• 정보처리학회논문지D
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• 제11D권4호
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• pp.855-864
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• 2004

정형적 명세를 이용하면 원시코드의 복잡함에 방해받지 않고 필요한 구현 정보를 테스트 프로그래머가 얻을 수 있다. 특히 웹 기반 소프트웨어는 정형적 명세로 시스템에 대한 외부 입력과 반응을 잘 나타낼 수가 있다. 이 논문에서는 정형적 명세를 이용하여 테스트 데이터를 추출하는 방법을 제안한다. 복잡하고 구성요소가 다양한 웹 어플리케이션의 기능을 Object-Z 정형 명세언어를 이용하여 핵심적으로 나타낸다. 정형 명세에서부터 상태모델을 구성하고 최상위 레벨의 STD에서 세부적으로 STD를 추가하여 테스트 시나리오를 추출하였다. 실험 대상은 보안과 정확성을 요하는 웹 뱅킹 시스템으로 정하고 계좌이체 과정의 테스트 데이터를 추출하였다. 제안한 방법은 사용기반 테스트 기법과 결합하여 웹 소프트웨어의 테스트 자동화에 중요한 요소가 될 것이다.

• 대한물리치료과학회지
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• 제29권1호
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• pp.73-86
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• 2022

Background: The purpose of this study is to investigate the effect of plantar flexor on muscle fatigue and endurance when two different sport tapes are applied. Design: Cross-sectional design. Methods: Fifty-one healthy adults were randomly assigned to dynamic taping group (n=17), kinesio taping group (n=17), and control group (n=17). The dynamic taping group used the dynamic tape. The kinesio tape group used the kinesio tape, and the control group doesn't used tape. Every group performed heel rise test and sEMG for every during pre-test and post-test. To evaluate plantar flexor endurance, the number of times was measured during the heel rise test. Results: The number of heel rises increased significantly in the post-test in dynamic taping group compared to the pre-test, and In comparison between groups, the number of heel rises significantly increased in dynamic taping group compared to kinesio taping group and control group. PEF value was significantly increased in the post-test compared to the pre-test in dynamic taping group, and there was a significant difference between the three groups according to the taping application. Conclusion: The results of this study confirmed that dynamic taping was effective in musclular fatigue and endurance on plantar flexor in healthy adults. Based on these results, it is suggested that the application of dynamic tape can be suggested as one of the intervention methods for muscle endurance and muscle fatigue.

• 물과 미래
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• 제20권2호
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• pp.139-150
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• 1987

본 연구는 우리나라의 확율강우량도 작성을 위한 수문해석기법을 개발제시하는 것을 내용으로 하고 있다. 강우량계열의 적정분포형검정과정에서는 변수변환정규분포(Y-k법)등 11개의 연속확율분포형을 적용하였으며, 각 지속기간별 연최대강우량자료에 대한 수문해석을 실시하였다. 최적분포형 선정을 위한 적합도검정은 $-test와 Kolmogorov-Smirnov test에 의거하였으며 계급구간은 등간격으로 취하였다. 서울, 인천, 부산 및 광주지점의 강우지속기간 10분, 60분, 6시간 및 24시간에 대한 연최대 강우량에 각종 확율분포를 적용하고, 분포형의 적용상 특성과 강우량 자료집단의 특성을 고려하여 최적확율분포형을 설정하였다. 이와같은 해석기법으로 설정된 최적확율분포형은 종전의 방법으로 얻어진 적정분포형 보다도 자료면에서 확장된 자료집단일 뿐 아니라 확대검정된 합리적인 결과라고 생각된다.

• 한국IT서비스학회:학술대회논문집
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• 한국IT서비스학회 2007년도 추계학술대회
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• pp.562-567
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• 2007

분산 환경에서 신분 확인을 위한 생체인증기기가 이용되는 경우 그 기기가 생체인증 표준인 BioAPI를 준용하여 제대로 구현된 것인가에 대한 적합성 시험이 필요하게 된다. 이러한 적합성 시험은 분산 환경의 사용자 및 서비스 제공자에게 표준 규격을 준용한 제품이라는 신뢰성을 주게 된다. 기존에 제공되는 있는 BioAPI(Biometric Application Programming Interface) v2.0 기반의 BSP(Biometric Service Provider)는 오프라인 상에서 BioAPI기반의 제품의 준용 여부만을 평가하기 때문에 분산 환경에서 여러 사람이 동시에 준용 여부를 평가 받기 힘들며 이에 따른 동시 서비스 제공도 불가능하다. 본 논문에서는 BioAPI v2.0 기반의 제품들이 분산 환경에서 제공되는 9개 모델의 표준화된 환경으로 구분하고, 원활한 적합성 시험을 위하여 XML기반의 Test Assertion을 설계하여 생체인증 API 표준 적합성을 시험하였다. XML Test Assertion을 이용한 생체인증 적합성 시험을 위한 메시지 플로우를 밝혀 그 타당성을 입증하였다.

• Structural Engineering and Mechanics
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• 제68권3호
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• pp.345-358
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• 2018

Heterogeneous structure and, particularly, low resistance to tension stresses leads to different mechanical properties of the concrete in different loading situations. To solve this problem, the tension zone of concrete elements is reinforced. Development of the cracks, however, becomes even more complicated in the presence of bar reinforcement. Direct tension test is the common layout for analyzing mechanical properties of reinforced concrete. This study investigates scatter of the test results related with arrangement of bar reinforcement. It employs results of six elements with square $60{\times}60mm$ cross-section reinforced with one or four 5 mm bars. Differently to the common research practice (limited to the average deformation response), this study presents recordings of numerous strain gauges, which allows to monitor/assess evolution of the deformations during the test. A simple procedure for variation assessment of elasticity modulus of the concrete is proposed. The variation analysis reveals different deformation behavior of the concrete in the prisms with different distribution of the reinforcement bars. Application of finite element approach to carefully collected experimental data has revealed the effects, which were neglected during the test results interpretation stage.

• 컴퓨터교육학회논문지
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• 제7권5호
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• pp.1-8
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• 2004

본 연구에서는 학습자의 시각적 학습 선호도에 따른 정화상을 이용한 CAI와 애니메이션을 이용한 CAI의 효과를 학습자의 개념 이해도, 개념 응용력, 학습 동기의 측면에서 비교하였다. 서울시에 소재한 중학교에서 1학년 59명을 대상으로 분자의 운동에 대하여 4차시 동안 수업을 진행하였다. 이원 공변량 분석 결과, 학습자의 시각적 학습 선호도와 관계없이 애니메이션을 이용한 CAI 집단이 정화상을 이용한 CAI 집단 보다 개념 검사 점수가 유의미하게 높았다. 그러나 개념 응용력 검사와 학습 동기 검사 결과는 두 집단 간에 차이가 없었다.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2005년도 추계 학술대회논문집(수송기계편)
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• pp.140-143
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• 2005

The hybrid CAE/CAT methods are widely applied to product development in various fields because this method can predict the response of the whole system when a part of the system is changed. Especially, the hybrid CAE/CAT method is very useful to predict tile vehicle NVH characteristics after changing some parts of the vehicle. Target parts can be established on the basis of test models and FE models of the prototype constructed in the planning stage of car development. In this study, the topic was focused on the proper test-based FBS application process to predict vehicle NVH characteristic. First, the test-based FBS method was apply to vehicle substructure and car-body. And then the test-based model was replaced with FE model to apply hybrid CAE/CAT method. The replaced FE model was modified through the optimization process. The interior noise in vehicle during the drive was predicted with Modified FE model, then the predicted results were verified by experimenting with actual modified model.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2009년도 춘계 학술발표회
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• pp.819-835
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• 2009

In order to investigate the field application of selected stabilization methods(cover soil method, surface and total interval treatment of embankment method) on rice paddies contaminated by heavy metals, column test was carried out with heavy metal-contaminated soils collected from rice paddies around abandoned mine site. Columns were made by acrylic and filled with untreated soil, treated soil mixed with amendments(lime stone and steel refining slag) and uncontaminated cover soil according to the design report. Distilled water was discharged into the columns with the velocity of 1 pore volume/day. During test, pH, EC, and heavy metal concentration were measured in the regular term. The column test result showed that the selected stabilization methods were effective remediation method to stabilize heavy metals in paddy soils, but it was also expected that application of surface treatment methods was required the careful observation on pH variation due to the lowest increment.

• 대한전기학회논문지:전력기술부문A
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• 제51권7호
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• pp.362-370
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• 2002

This paper describes the practical tuning method of dual-input PSS and its application to Muju P/P #2 with Proto PSS, which is based on DSP technology and uses both frequency and power. First, the model parameters of generator system used in this paper have been derived from the generator characteristic testing. Then, in the selection of PSS parameters, the Bode plot is plotted in order to tune the PSS's time constants which are able to compensate the phase lagging due to generator and excitation system. In addition, the eigenvalue analysis is also performed for determining a reliable PSS gain, $K_{s}$. Finally, the transient stability program has been utilized to verify the safe operation of Proto PSS against the predictable disturbances such as the AVR-step test and generator unloading test. In on-site test, the simulated results have been identically duplicated by implementing AVR step test in Muju P/P #2 with Proto PSS, which has the previously designed PSS parameters.s.

• Steel and Composite Structures
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• 제14권6호
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• pp.587-604
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• 2013

There are few technical documents regulated structural performance and engineering criteria in domestic market for Structural insulated panels in Korea. This paper was focused to identify fundamental performance under monotonic loading and cyclic loading for SIPs in shear wall application. Load-displacement responses of total twelve test specimens were recorded based on shear stiffness, strength, ultimate load and displacement. Finally energy dissipation of each specimen was analyzed respectively. Monotonic test results showed that ultimate load was 44.3 kN, allowable shear load was 6.1 kN/m, shear stiffness was 1.2 MN/m, and ductility ratio was 3.6. Cyclic test was conducted by two kinds of specimens: single panel and double panels. Cyclic loading results, which were equivalent to monotonic loading results, showed that ultimate load was 45.4 kN, allowable shear load was 6.3 kN/m. Furthermore the accumulated energy dissipation capability for double panels was as 2.3 times as that for single panel. Based on results of structural performance test, it was recommended that the allowable shear load for panels should be 6.1 kN/m at least.