• Journal of the Korea institute for structural maintenance and inspection
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• v.9 no.2
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• pp.217-224
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• 2005

A methodology of selecting an optimal model is proposed for applying a frequency-domain SI method effectively. Instead of using a reduced finite element model, a reasonably detail finite element model is established first and then the model is identified. To satisfy the identifiability criterion, a parameter grouping scheme is applied to control the number of unknowns. Among the simulated member grouping cases, an optimal model is selected as the one with the minimal statistical error. The proposed approach has been examined through simulation studies on a single span box-girder bridge.

• Proceedings of the Korean Society for Information Management Conference
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• 2002.08a
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• pp.115-121
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• 2002

인터넷과 웹 기술의 발전은 전자도서관의 목록정보나 목차정보서비스에서 원문정보서비스로의 변화를 주도하고 있다. 그러나 대학에서 생산하는 학문적 가치가 높은 학술지들은 웹을 통해 원문으로 서비스되고 있지만 상이한 OPAC 시스템과 목록을 위한 통일된 메타데이터의 부재로 원문정보를 공유$.$활용하기가 매우 힘든 실정이다. 본 고에서는 각 대학에서 생산하고 구축된 원문정보를 메타데이터 기반의 목록시스템을 이용하여 모든 대학의 학술지 논문정보를 검색하여 공유할 수 있는 분담목록시스템모형을 제시함으로써 대학 학술지 이용의 효율적 방안을 모색 해보고자 한다.

• Proceedings of the Korea Concrete Institute Conference
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• 2010.05a
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• pp.311-312
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• 2010

The mechanical properties of reinforcements and concrete are most important factor which decide the resistance strength of the reinforced concrete. In this study, analyze the mechanical properties of reinforcement based on experimental data in Korea.

• Journal of the Korea institute for structural maintenance and inspection
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• v.25 no.6
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• pp.235-244
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• 2021

This study analyzes the applicability of limit state design method on bridge evaluation by considering the experiment of the existing bridge. The test strength of the member is obtained from the PSC beam bridge experiment. The test strength is compared with the calculated strength obtained from the statistical characteristics of material test strength and the two values are almost the same. The response modification factor and dynamic impact factor are obtained from the vehicle loading test. The rating factor is calculated by applying limit state design method as well as current evaluation method and the results are compared. The reliability index of the test bridge is calculated by using the statistical properties of the member strength obtained from material test and simulation. When the statistical properties of the PSC beam tested in this study are applied, the reliability index with a larger value was obtained than the reliability index obtained with the statistical properties of the design code.

• Journal of the Korean Society of Food Science and Nutrition
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• v.44 no.12
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• pp.1918-1922
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• 2015

The feasibility of incorporating Hallabong powder (HP) as a value-added food ingredient into convenient food products was investigated using yanggaeng as a model system. HP was incorporated into yanggaeng at amounts of 0, 2, 4, 6, and 8% (w/w) based on total weight of cooked white beans and HP. pH level decreased while soluble solid content increased significantly with increasing levels of HP (P<0.05), whereas moisture content was not directly affected by level of HP incorporation. In terms of color, lightness decreased while redness and yellowness increased significantly (P<0.05) with increasing levels of HP. Hardness increased significantly when HP content exceeded 4% in the formulation (P<0.05). ABTS and DPPH radical scavenging activities were significantly elevated by HP addition, and they increased significantly as HP concentration increased in the formulation (P<0.05). Finally, consumer acceptance test indicated that the highest levels of HP incorporation (8%) had an adverse effect on general consumer preferences. In contrast, yanggaeng with moderate levels of HP (2%) is recommended based on its overall scores to take advantage of the antioxidant properties of HP without sacrificing consumer acceptability.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.31 no.2A
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• pp.115-120
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• 2011

The strength of reinforced concrete members has uncertainty from material properties of, concrete and reinforcements, section dimensions, and construction errors and so on. The accurate evaluation of these uncertainties is necessary to assure the reasonable safety. The uncertainties should be taken into account in design using structural reliability theory which requires probabilistic models for such uncertainties. In current Korean design code, most reliability evaluations were performed based on foreign data because of lack of local data. In this paper, the probabilistic models for yield strength of reinforcements were developed based on local data. The effects of various factors, nominal yield strength, diameter of reinforcements, and companies, on the models are also examined. According to data analysed, the effects of those factors are not significant. The probability model for yield strength of reinforcements in Korea can be expressed with Beta distribution based on collected data.

• Archives of design research
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• v.15 no.4
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• pp.263-274
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• 2002

This study aims to analyze the image of long-span structures. For the intention, it analyzes the relationship between images and physical attributions of elements such as materials, stresses, configurations, compositions and shapes of structures. The image of structures can represent following 5 factors; friendly-unfriendly, strong-weak, dynamic-calm, superior-inferior, and regular-irregular. The friendly-unfriendly in the image of structure mostly determines on a finished material and partly with a structural shape. The strong-weak in the image of structure determines on configuration of the structural members. The dynamic-calm in the image of structure determines on the structural shape. Hence the structure has dynamic forms when it seems to be open and sharp, namely when it receives the flow of forces in the structural shape, and it has a (-) gauss curved rate or an diagonal appearance. The superior-inferior in the image of structure determines on composition of structural elements. The structure seems to be superior is contributed not simply to support load but positively to create design as a tectonic element. From now on, this study can provide the useful information on the long-span structure design through the more appropriate analysis of the image.

• Proceedings of the Korea Concrete Institute Conference
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• 2009.05a
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• pp.429-430
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• 2009

The flexural strength of reinforced concrete members is strongly governed by mechanical properties of reinforcing bars, especially by yield strength, which have many uncertainties. The correct choice of probabilistic models for yield strength of reinforcement is an essential step to assure the safety and reliability of members. In this paper, a probabilistic model of yield strength of reinforcing bars is proposed based on literature and own experimental data.

• Proceedings of the Korean Society for Information Management Conference
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• 2005.08a
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• pp.321-326
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• 2005

연구 개발자들은 자신의 정보활동에 있어 전체 활동의 20 ${\sim}$ 40%를 관련 정보의 탐색 및 분석에 사용하고 정보활동 결과는 개인 컴퓨터에 저장한다. 그러나 개인 컴퓨터상의 유용한 정보는 정보관리 및 공유 도구의 부재로 인하여 가치 및 유용성을 상실하고 있다. 본 연구에서는 데스크 탑 서치와 P2P 기반의 정보공유 기능을 갖는 시스템을 제안한다. 데스크 탑 서치를 통하여 연구 개발자는 본인의 컴퓨터에 저장된 정보를 효율적으로 활용할 수 있다. 연구 개발자들이 많은 시간을 들여 축적한 유용한 정보자원을 쉽게 공유할 수 있게 하는 P2P 기반의 정보공유는 연구개발 활동의 전체적인 생산성을 높일 수 있다.

• Journal of the Earthquake Engineering Society of Korea
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• v.25 no.6
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• pp.267-274
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• 2021

Seismic fragility analysis of a structure is generally performed for the expected critical component of a structure. The seismic fragility analysis assumes that all the components behave independently in a structural system. A bridge system consists of many inter-connected components. Thus, for an accurate evaluation of the seismic fragility of a bridge, the seismic fragility analysis requires the composition of probabilities considering the correlation between structural components. This study presented a procedure to obtain the seismic fragility curve of a bridge system, considering the correlation between bridge components. Seismic fragility analysis was performed on a PSC bridge that is considered as the central infrastructure. The analysis results showed that the probability of the seismic fragility curve of the bridge system was higher than that of each bridge component.