• Journal of KIISE:Databases
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• v.32 no.6
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• pp.628-640
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• 2005

The XML is well accepted in several different Web application areas. As soon as many users and applications work concurrently on the same collection of XML documents, isolating accesses and modifications of different transactions becomes an important issue. When an XML document correctly corresponds to the rules laid out in a DTD or XML schema, it is also said to be valid. The valid XML document's validity should be guaranteed after the document is updated. The validation method mentioned above, however, results in lower degree of concurrency. For getting higher degree of concurrency and minimizing the range of the XML document validity, a new validation method based on a specific locking method is required. In this paper we propose the sequence group validation method for minimizing the range of the XML document validity. We also propose the boundary locking method for isolating accesses and modifications of different transactions while supporting the valid XML document's validity. Finally, the results of some experiments show the validation and locking methods increase the degree of transaction concurrency.

• Proceedings of the Korean Society of Computer Information Conference
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• 2011.01a
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• pp.265-268
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• 2011

본 논문은 시각 장애인 및 보도 보행에 어려움을 갖는 사람들에게 안전한 보도 보행을 돕기 위한 보도 및 차도 영역 추출을 위해 보도 및 차도의 라인검출 기법을 제안한다. 사람의 눈높이에서 영상을 취득, 자연영상에서 입력된 잡음 및 노이즈를 제거하고, 캐니 에지 맵 추출, 허프 변환을 통해 보도/차도의 라인을 추출한다. 추출된 라인은 본 논문에서 제안한 방법으로 유효라인을 얻게 되며, 얻어진 유효 라인의 교점을 통해 소실점 영역을 생성, 이후 추출되는 라인의 기준이 된다. 제안된 방법은 자연영상의 보도 위치에서 보도와 차도의 올바른 라인을 추출하는데 강인함을 실험을 통해 검증하였다.

• Proceedings of the Korean Society of Computer Information Conference
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• 2010.07a
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• pp.121-124
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• 2010

본 논문은 시각 장애인 및 보도 보행에 어려움을 갖는 사람들에게 안전한 보도 보행을 돕기 위한 보도 및 차도 영역 추출을 위해 보도 및 차도의 라인검출 기법을 제안한다. 사람의 눈높이에서 영상을 취득, 자연영상에서 입력된 잡음 및 노이즈를 제거하고, 캐니 에지 맵 추출, 허프 변환을 통해 보도/차도의 라인을 추출한다. 추출된 라인은 본 논문에서 제안한 방법으로 유효라인을 얻게 되며, 얻어진 유효 라인의 결합으로 삼각 표본을 생성하여 보도의 영역을 추출 하게 된다. 제안된 방법은 자연영상의 보도 위치에서 보도와 차도의 올바른 라인을 추출하는데 강인함을 실험을 통해 검증하였다.

• Journal of the Korea institute for structural maintenance and inspection
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• v.15 no.5
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• pp.101-112
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• 2011

This paper shows a study carried out on the estimation of nominal flexural strength for CFRP-plated RC beams failed by intermediate crack debonding. A strength reduction factor is proposed to consider the effect of the intermediate crack debonding for the determination of nominal flexural strength. The proposed factor is derived from experimental data and utilizes the ratio of effective stress(or strain) in the CFRP plate to its ultimate strength(or strain) which is called effective strain model. An analytical equation for the estimation of the nominal flexural strength is formulated as a function of strength reduction factor. The validity, accuracy and efficiency of the proposed factor are established by comparing the analytical results with the experimental data, and the major design codes, as well as a number of factors given by researchers. The analytical results presented in this paper indicate that the proposed factor can effectively estimate the flexural nominal strength of CFRP-plated reinforced concrete beams failed by intermediate crack debonding.

• 치위협보
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• s.8
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• pp.1-12
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• 1996

• Journal of the Korea Concrete Institute
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• v.20 no.3
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• pp.393-404
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• 2008

The approaches in many design codes for the estimation of the deflection of flexural reinforced concrete (RC) members utilize the concept of the effective moment of inertia which considers the reduction of flexural rigidity of RC beams after cracking. However, the effective moment of inertia in design codes are primarily based on the ratio of maximum moment and cracking moment of beam subjected to loading without proper consideration on many other possible influencing factors such as span length, member end condition, sectional size, loading geometry, materials, sectional properties, amount of cracks and its distribution, and etc. In this study, therefore, an experimental investigation was conducted to provide fundamental test data on the effective moment of inertia of RC beams for the evaluation of flexural deflection, and to develop a modified method on the estimation of the effective moment of inertia based on test results. 14 specimens were fabricated with the primary test parameters of concrete strength, cover thickness, reinforcement ratio, and bar diameters, and the effective moments of inertia obtained from the test results were compared with those by design codes, existing equations, and the modified equation proposed in this study. The proposed method considered the effect of the length of cracking region, reinforcement ratio, and the effective concrete area per bar on the effective moment of inertia, which estimated the effective moment of inertia more close to the test results compared to other approaches.

• Journal of Korean Society of Steel Construction
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• v.16 no.5 s.72
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• pp.671-682
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• 2004

This study investigated the effects of a shear slip on the deflection of steel-concretecomposite beams with partial shear interaction. Under the guidance of various current design codes, this deflection was related to the strength of shear connectors in the composite beams. In this paper, a shear connector stiffness based on exact solutions, regardless of loading conditions, was developed. The equivalent rigidity of composite beams that considered three different loading types was first derived, based on equilibrium and curvature compatibility, from which a general formula accounting for slips was developed. To validate this approach, the predicted maximum deflection under the proposed method was compared against currently used equations to calculate beam effective stiffness (AISC)Nie's equations, which have recently been proposed. For typical beams that were used in practice, shear slips might result in stiffness reduction of up to 18% for short-span beams. For full composite sections, the effective section modulus with the AISC specifications was larger than that of the present study, which meant that the specifications were not conservative. For partial composite sections, the AISC predictions were more conservative than those in the present study.

• Composites Research
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• v.14 no.3
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• pp.1-9
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• 2001

A new non-destructive fatigue prediction model of the composite laminates is developed. The natural frequencies of fatigue-damaged laminates under extensional loading are related to the fatigue life of the laminates by establishing the equivalent flexural stiffness reduction as a function of the elastic properties of sublaminates. The flexural stiffness is derived by relating the 90-ply elastic modulus reduction, and using the laminate plate theory to the degraded elastic modulus and the intact elastic modulus of other laminates. The natural frequency reduction model, in which the dominant fatigue mode can be identified from the sensitivity scale factors of sublaminate elastic properties, provides natural frequency vs. fatigue cycle curves for the composite laminates. Vibration tests were also conducted on $[{90}_2/0_2]_s$ carbon/epoxy laminates to verify the natural frequency reduction model. Correlations between the predictions of the model and experimental results are good.

• Proceedings of the Korea Concrete Institute Conference
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• 2008.04a
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• pp.329-332
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• 2008

The member deflection is one of the most important considerations for the serviceability evaluation of reinforced concrete structures, and the concept of the effective moment of inertia has been generally used for the estimation of beam deflections. The KCI design code adopted Branson's equation for the calculation of the effective moment of inertia, which was formulated based on the results of beam tests subjected to uniformly distributed loads. Therefore, it is worthwhile to check the applicability of the code approach on the estimation of the effective moment of inertia for the cases of beams under different loading conditions. In this study, an experimental investigation has been conducted on six beams, where primary variables were concrete compressive strengths and loading distances from supports. The test results were compared with various approaches proposed by Branson and others as well. The test results indicated that the effective moment of inertia was somewhat influenced by the moment distribution shape. Despite the different moment distribution shapes for specimens, however, the effective moment of inertia of all test beams were closely predicted by the existing methods considered in this study.

• Proceedings of the Korean Information Science Society Conference
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• 2002.10d
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• pp.499-501
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• 2002

본 논문은 푸리에영역에서 상관을 계산하기 위한 합성화상을 이용하여 에러가 포함된 화상의 패턴매칭 및 검증에 유효한 새로운 패턴매칭 알고리즘을 제안한다. 두개의 화상을 푸리에변환하여 합성화상을 계산하면 원화상의 중요한 성질은 푸리에영역에서 만들어진 합성화상의 중심부분에 집중된다는 데 착안하여 푸리에공간에 나타난 화상의 중심부분만을 추출하여 비교함으로써 화상의 동일여부에 관한 검증이 보다 단순하게 이루어질 수 있음을 보인다. 또한 원화상에 잡음이 포함된 경우에 푸리에변환의 공간에서 잡음이 중심 부분에서 먼 곳에 분포되는 것에 착안하여 잡음이 포함된 화상과 원화상의 매칭에도 유효함을 보인다. 실험을 통하여 10개의 표준화상과 가우시안잡음이 첨가된 화상을 사용하여 화상을 구분해 내고, 잡음이 있는 화상은 동일한 화상으로 인식함을 보인다. 실험결과는 합성화상의 중심부분에 존재하는 전체의 0.5%의 화소만을 비교함으로써 패턴인식이 가능함을 보여준다.