• Earthquakes and Structures
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• 제7권3호
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• pp.333-347
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• 2014

Multi-scale model can take both computational efficiency and accuracy into consideration when it is used to conduct elasto-plastic seismic response analysis for complex steel bridges. This paper proposed a method based on pushover analysis of member sharing the same section pattern to verify the accuracy of multi-scale model. A deck-through type steel arch bridge with a span length of 200m was employed for seismic response analysis using multi-scale model and fiber model respectively, the validity and necessity of elasto-plastic seismic analysis for steel bridge by multi-scale model was then verified. The results show that the convergence of load-displacement curves obtained from pushover analysis for members having the same section pattern can be used as a proof of the accuracy of multi-scale model. It is noted that the computational precision of multi-scale model can be guaranteed when length of shell element segment is 1.40 times longer than the width of section where was in compression status. Fiber model can only be used for the predictions of the global deformations and the approximate positions of plastic areas on steel structures. However, it cannot give exact prediction on the distribution of plastic areas and the degree of the plasticity.

• 한국정보처리학회논문지
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• 제4권11호
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• pp.2786-2800
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• 1997

본 논문에서는 전송채널의 메모리 (전송오류가 발생하는 형태상의 통계적 상관관계) 특성이 현재 실제 널리 사용되고 있는 오류제어 프로토콜의 성능에 어느 정도 영향을 끼치는 가를 연구하고자 한다. 먼저 각 정보블록의 오류발생 형태는 전송오류가 발생하거나 하지 않는 두 가지 상태를 갖는 마르코프 오류모델을 따른다고 가정하고, 이 모델을 다중－거부 옵션을 가진 실제적인 LAP 계열 프로토콜들, 즉 LAPB/D/M 절차들에 적용하여 전송성능과 반응시간에 대한 이산－시간 해석을 행한다. 수치해석을 통해 마르코프 오류모델 하에서 분석된 실제적인 LAP 계열 프로토콜의 전송성능과 전송지연 특성이 일반적으로 가정되는 상호독립적 오류모델을 사용한 결과보다 개선된다는 점을 관찰하고 오류제어 프로토콜의 정확한 성능분석을 위해서는 집중형 오류모델을 사용해야 한다는 결론을 도출한다. 또한 사용자가 인지하는 반응시간의 정확한 평가를 위해 평균과 표준편차를 동시에 고려한 새로운 반응시간 척도를 제안하고, 이를 평균으로만 반응시간을 평가할 경우와 비교하여 새로운 척도가 파라미터 변이에 대해 훨씬 민감하게 반응시간을 평가할 수 있다는 효율성을 입증한다．

• 한국정보처리학회논문지
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• 제1권2호
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• pp.272-278
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• 1994

본 논문에서는 BIST(Built-In Self Test)시 순서회로내의 조합회로를 pseudoexhaustive 시험하는데 필요한 테스트 패턴 생성기와 응답 분석기를 제안한다. 제안하는 테스트 패턴 생성기는 테스트 패턴의 초기값을 스캔 인 할 수 있고, exhaustive test pattern 을 생성할 수 있다. 또한, 응답 분석기는 회로의 응답을 분 석할 수 있을 뿐만 아니라 응답 결과를 스캔 아웃할 수 있다. 이러한 테스트 패턴 생 성기와 응답분석기는 SRL과 LFSR을 결합하여 설계하였다.

• 호남수학학술지
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• 제30권3호
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• pp.411-423
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• 2008

In the field of population dynamics and chemical reaction the possibility or the existence of spatially and temporally nonhomogeneous solutions is a very important problem. For last 50 years or so there have been many results on the pattern formation of chemical reaction systems studying reaction systems with or without diffusions to explain instabilities and nonhomogeneous states arising in biological situations. In this paper we study time-dependent properties of a predator-prey system with functional response and give sufficient conditions that guarantee the existence of stable limit cycles.

• 복식
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• 제62권7호
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• pp.67-78
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• 2012

This study considered and analyzed the influence of changed clothing silhouettes on the textile patterns by investigating the changes of geometry patterns in response to the changes of western women's apparel silhouette in the 1960s. The period scope of research was limited to the 1960s, and the research object was set as the geometry patterns seen in the designer's high-fashion. The researcher investigated the clothing silhouette and the textile patterns in 1960s by reviewing the literature about domestic and foreign books, research papers, domestic and foreign fashion magazines, information on the Internet. For the western women's apparel in 1960s, some active, simple styles were popular under the social atmosphere when more women actively entered the society. Influenced by popular art trends at that time, the silhouette was expressed in the geometry pattern among many textile patterns. The geometry pattern either appeared as a regularly overall repeating geometry pattern and the regularly partial repeating geometry pattern. The regularly overall repeating geometry pattern arranged the straight lines in the same interval. But the regularly partial repeating geometry pattern was arranged without order to emphasize the motif in some parts of clothing or to give some ornament effect, or was arranged asymmetrically.

• 생물정신의학
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• 제20권3호
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• pp.66-73
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• 2013

Sexual behavior is crucial in life, yet comparatively little is known about the mechanisms in the sexual response in humans. A lot of theories and models have been developed to explain about the process of the sexual response in humans. The first model of sexual function was described by Masters and Johnson, defined the four-phase model (phases of excitation, plateau, orgasm and resolution). Helen Kaplan proposed a slightly different model of human sexual response by adding the conception of the desire phase. Some years later, a new model of circular sexual response pattern was described by Whipple and Brash-McGreer, who acknowledged the cyclic nature of women's sexual response. Basson presented an alternative model of women's normative sexual function, which featured a responsive form of desire in women's sexual response. Bancroft developed a new theoretical model, the Dual Control Model, which postulates sexual response and arousal is ultimately determined by the balance between the sexual activation or excitation system and the sexual inhibition system. The Sexual Tipping Point is a model created by Perelman, suggesting that a sexual response is determined by a balance between excitatory or inhibitory factors that may be psychological, organic, psychosocial, or cultural. A comprehensive understanding of sexual response and function is of paramount importance for the psychiatrist to study sex, offer counseling to the patient on sex, and practice sex therapy. In this literature, models of sexual response would be reviewed to understand the knowledge of the sexual functioning in humans.

• 한국강구조학회 논문집
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• 제17권1호통권74호
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• pp.1-11
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• 2005

이 논문에서는 구조물의 동적응답을 입력으로 하고, 패턴인식을 위해 신경망기법(Neural Network, NN)을 사용하는 손상감지기법을 제시하였다. 입력된 동적응답, 즉 주파수응답함수(FRF) 또는 변형률 주파수응답함수(SFRF)의 변화를 정량적으로 표현하기 위해 신호변형지수(Signal Anomaly Index, SAI)를 고안하여 사용하였으며, 이 신호변형지수는 손상 전 및 손상 후의 구조물로부터 측정된 가속도 또는 동적 변형률 신호를 사용하여 계산된다. 제안된 알고리즘은 2단계로 구성되며, 1단계에서는 신호변형지수 값의 크기 변화를 사용하여 구조물의 손상발생 유무를 판별하고, 여기서 구조물에 손상이 발생한 것으로 분석되면 2단계에서 신경망기법을 사용한 패턴인식을 통해 손상의 위치를 찾아낸다. 이 방법의 타당성 및 적용성을 확인하기 위해 강교량 축소모형에 대한 실험을 수행하였다. 신경망의 학습에는 수치해석을 통해 생성한 가상 신호를 사용하였으며, 학습이 완료된 신경망과 실험을 통해 측정한 실제 신호를 사용하여 손상발견을 수행하였다. 모형 교량에 대한 적용 결과로부터 이 알고리즘의 타당성이 검증되었으며, 향후 실 교량에 대한 적용도 가능할 것으로 판단된다.

• 대한수학회논문집
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• 제33권3호
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• pp.973-983
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• 2018

Fuzzy linear regression model has been widely studied with many successful applications but there have been only a few studies on the fuzzy regression model with monotonic response function as a generalization of the linear response function. In this paper, we propose the fuzzy regression model with the monotonic response function and the algorithm to construct the proposed model by using ${\alpha}-level$ set of fuzzy number and the resolution identity theorem. To estimate parameters of the proposed model, the least squares (LS) method and the least absolute deviation (LAD) method have been used in this paper. In addition, to evaluate the performance of the proposed model, two performance measures of goodness of fit are introduced. The numerical examples indicate that the fuzzy regression model with the monotonic response function is preferable to the fuzzy linear regression model when the fuzzy data represent the non-linear pattern.

• 한국토양비료학회지
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• 제47권6호
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• pp.594-597
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• 2014

Crop yields depend on the limiting factor of crop growth; Liebig law of minimum. Identifying the kind and the necessary amount of the limiting factor is essential to increase crop yield. Although nitrogen is the most essential nutrient, N application does not always bring about yield increases when other elements are limiting in rice cultivation. Two experiments were compared to elucidate the effect of soil testing on rice yield response to N level. The one was an experiment about yield response of 3 rice cultivars to 7 levels of N application, which was conducted from 2003 to 2004 in 25 farmer's fields without ameliorating soil conditions by soil testing and the other was a demonstration experiment on N fertilizer recommendation equation by 0, 0.5, 1.0, and 1.5 times of N recommended level in 5 soil types from 30 fields after ameliorating soil conditions by soil testing. The N response patterns of the experiments conducted without soil testing showed a Mitscherlich pattern in some cultivars and soil types, but did not in the others. The N response patterns of the demonstration experiment showed a Mitscherlich pattern in all soil types. Because these results indicated that N was the minimum nutrient in the demonstration experiment by ameliorating soil conditions with soil testing, but not in the other experiment without soil testing, the supply of minimum nutrients by soil testing could increase the efficiency of N-fertilization.

• International Journal of Naval Architecture and Ocean Engineering
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• 제5권2호
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• pp.227-245
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• 2013

Reliable strength assessment of the Liquefied Natural Gas (LNG) cargo containment system under the sloshing impact load is very difficult task due to the complexity of the physics involved in, both in terms of the hydrodynamics and structural mechanics. Out of all those complexities, the proper selection of the design sloshing load which is applied to the structural model of the LNG cargo containment system, is one of the most challenging one due to its inherent randomness as well as the statistical analysis which is tightly linked to the design sloshing load selection. In this study, the response based strength assessment procedure of LNG cargo containment system has been developed and proposed as an alternative design methodology. Sloshing pressure time history, measured from the model test, is decomposed into wavelet basis function targeting the minimization of the number of the basis function together with the maximization of the numerical efficiency. Then the response of the structure is obtained using the finite element method under each wavelet basis function of different scale. Finally, the response of the structure under entire sloshing impact time history is rapidly calculated by synthesizing the structural response under wavelet basis function. Through this analysis, more realistic response of the system under sloshing impact pressure can be obtained without missing the details of pressure time history such as rising pattern, oscillation due to air entrapment and decay pattern and so on. The strength assessment of the cargo containment system is then performed based on the statistical analysis of the stress peaks selected out of the obtained stress time history.