• Electronics and Telecommunications Trends
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• v.24 no.2
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• pp.43-55
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• 2009

창조경제시대로 접어들면서 각국은 소프트웨어 지식산업에 눈을 돌리기 시작했으며, 대표적인 분야로 문화콘텐츠 산업을 주목하고 있다 우리나라도 문화콘텐츠 5대 강국으로의 도약을 위해 콘텐츠 분야를 17개 신성장동력 산업 중의 하나로 포함시켜 산업육성 및 CT R&D 전략을 수립하고 있다. 국내 문화콘텐츠 산업은 연평균 증가율 약 7.1%로 성장, 2012년 약 100조 원을 달성할 것으로 전망되며, IT의 뒤를 이어 신시장 개척과 기존 산업의 고부가가치화를 실현하고 국민의 삶의 질 향상 등 사회복지 증진에도 기여할 것으로 예상된다. 따라서 정책을 수립하고 시행함에 있어 OSMU등 문화 콘텐츠의 특성을 고려하고 가치사슬 주체별로 차별화하여 성과확산을 극대화시켜야 할 것이다. 또한 문화콘텐츠 비전을 됫받침하는 창조 협력 경쟁의 정책철학 및 추진체계인 "3CTP 전략'을 통해 산업 및 기술 경쟁력을 강화시켜야 할 것이다.

• Proceedings of the Korean Society of Broadcast Engineers Conference
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• 2020.11a
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• pp.330-332
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• 2020

최근 4차 산업혁명이 가속화되면서 IT 기반 산업들이 제품 중심 사업에서 서비스 위주의 사업으로 변화하는 양상을 보인다. 그에 뒤 받침 하듯이 세계 스타트업 기업 가치를 측정해 보았을 때 1위부터 4위까지 모두 IT 기반의 사업이라는 것을 확인할 수 있다. 그중 750억 달라 가치를 가진 Uber, 560억 가치를 가진 디디추싱은 모두 차량 공유 시스템을 서비스를 기업으로, 세계 각국의 사람들의 현재 차량 매칭 서비스에 관심이 집중 되어있다. 이러한 차량 매칭 서비스는 사용자들 실시간 매칭을 해주기 때문에 많은 사람들이 서버에 접속하여 인증을 요청하게 된다. 또한 기업은 많은 사람들의 실시간 인증을 처리해야하기 때문에 다수의 요청을 처리하는 것은 시스템 사양을 결정하게 되는 중요한 요소가 된다. 이러한 서버 기반 인증 방식은 메모리에 부하가 걸리는 문제가 발생한다. 본 논문에서는 다수의 사람들이 들어오는 차량 매칭 서비스에서 토큰 인증 기반 방식인 JWT를 활용하여 기존의 서버에 사용자의 정보를 저장하는 세션 인증 방식보다 좀 더 효율적인 인증 방식을 제안하고자 한다.

• Journal of the Society of Disaster Information
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• v.11 no.3
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• pp.406-412
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• 2015

Recently, frequent earthquakes can cause serious damage to the bridge. So newly constructed bridge is considered earthquake resistant design, and for the existing old bridge evaluation of damage state is needed. In this paper, replacement of US-artificial earthquakes which are used for the construction of fragility curve for evaluating damage state to Korean artificial earthquakes to meet the Korean specifications is studied. For the generation of artificial earthquakes, the fragility curves are constructed for the PGA, for the cases of having isolated bearing and not having that.

• The Journal of the Convergence on Culture Technology
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• v.5 no.4
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• pp.407-412
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• 2019

In this paper, we propose a technique for processing of speech recognition in korean words. Speech recognition is a technology that converts acoustic signals from sensors such as microphones into words or sentences. Most foreign languages have less difficulty in speech recognition. On the other hand, korean consists of vowels and bottom consonants, so it is inappropriate to use the letters obtained from the voice synthesis system. That improving the conventional structure speech recognition can the correct words recognition. In order to solve this problem, a new algorithm was added to the existing speech recognition structure to increase the speech recognition rate. Perform the preprocessing process of the word and then token the results. After combining the result processed in the Levenshtein distance algorithm and the hashing algorithm, the normalized words is output through the consonant comparison algorithm. The final result word is compared with the standardized table and output if it exists, registered in the table dose not exists. The experimental environment was developed by using a smartphone application. The proposed structure shows that the recognition rate is improved by 2% in standard language and 7% in dialect.

• Computational Structural Engineering
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• v.7 no.1
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• pp.83-90
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• 1994

This study presents the nonlinear dynamic analysis method of the bridge with the seismic isolation bearing. Also the numerical analyses are performed for investigating the response characteristics of the bridge isolated with the lead-rubber bearing under the ground motions compatible to Korea bridge design response spectra. It is found that the pier design force can be considerably smaller than the one for the bridge with the fixed bearing. It is observed that the lead-rubber bearing has the great effectiveness for reducing the longitudinal seismic force in case of the bridges with low and medium periods. Therefore the seismic isolation bearing can be used instead of the fixed bearing for the economic and safe design of the bridge.

• International Journal of Highway Engineering
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• v.10 no.3
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• pp.1-10
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• 2008

Conventional RC/TS(resonant column and torsional shear) device usesa specimen with an aspect ratio(height-to-diameter) of 2:1 and this generates a maximum shear strain in the sample of about 1.5% at the maximum rotation of the drives system. The objective of this study is to modify RC/TS device to generate higher strain amplitude. The modifications include a new base pedestal to overcome the limitations in the travel of the drive system and modification of coil wiring to increase torque. The effects of the new coil wire on torque in the electro magnetic drive system were evaluated and the application of modified device was illustrated using sand soil.

• Journal of the Earthquake Engineering Society of Korea
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• v.13 no.4
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• pp.25-35
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• 2009

This paper introduces the performance of a newly developed base isolation system made from the combination of a polyurethane disk - attached pot bearing and C-shape steel dampers. Ultimate compressive load tests, ultimate rotation tests, dynamic tests, and dynamic load repeat tests have been completed to determine dynamic characteristics and to verify performance characteristics. The experimental results are compared with the analytic results. It is determined that all requirements for bridge bearing in the specifications are satisfied, and that adequate energy dissipation has occurred. The EDC and effective stiffness estimated by tests are similar to the theoretical values.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.28 no.1A
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• pp.105-113
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• 2008

Solar radiation induces non-uniform temperature distribution in the bridge structure depending on the shape of the structure and shadows cast on it. Especially in the case of curved steel box girder bridges, non-uniform temperature distribution caused by solar radiation may lead to unusual load effects enough to damage the support or even topple the whole curved bridge structure if not designed properly. At present, it is very difficult to design bridges in relation to solar radiation because it is not known exactly how varying temperature distribution affects bridges; at least not specific enough for adoption in design. Standard regulations related to this matter are likewise not complete. In this study, the thermal behavior of curved steel box girder bridges is analyzed while taking the solar radiation effect into consideration. For the analysis, a method of predicting the 3-dimensional temperature distribution of curved bridges was developed. It uses a theoretical solar radiation energy equation together with a commercial FEM program. The behavior of the curved steel box girder bridges was examined using the developed method, while taking into consideration the diverse range of bridge azimuth angles and radii. This study also provides reference data for the thermal design of curved steel box girder bridges under solar radiation, which can be used to develop design guidelines.

• Journal of the Korea institute for structural maintenance and inspection
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• v.22 no.1
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• pp.123-128
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• 2018

Girder bridges and slab bridges are equipped with a system consisting of a flexible joint unit, support, inverted T shaped abutment, and a separate connecting slab structure. These systems have problems such as an increase in cost due to frequent breakage of the expansion joints and a decrease in durability due to a structure with low moment redistribution. To improve these problems, propose Inegral and Semi-Integral Hybrid Slab Bridge and examine the safety through structural analysis. As a result of the review, Inegral and Semi-Integral Hybrid Slab Bridge was the section stiffness is small. but it is confirmed that the structural safety, ductility and flexibility are higher than existing bridges because the moment redistribution and the force transmission are surely performed.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.27 no.3
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• pp.163-172
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• 2014

The purpose of earthquake resistant design for typical bridges is the No Collapse Design and the Earthquake Resistant Design Part of Roadway Bridge Design Code provides a design process to construct the Ductile Failure Mechanism for the bridge structure. However, if it is not practical to provide the Ductile Failure Mechanism due to structure types or site conditions, the Brittle Failure Mechanism is an alternative way to get the No Collapse Design. As well as the existing design process constructing the Ductile Failure Mechanism, the Earthquake Resistant Design Part provides a ductility-based design process as an appendix, which is prepared for bridges with reinforced concrete piers. According to the new design process, designer determines a required response modification factor for substructure and transverse reinforcement for confinement therefrom. In this study, a typical bridge with steel bearing connections and reinforced concrete piers is selected for which the existing as well as the ductility-based design processes are applied and different results from the two design processes are identified. Based on the results, an earthquake resistant design procedure is proposed in which designers should consider the two design processes.