• Journal of the Korea Academia-Industrial cooperation Society
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• v.9 no.3
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• pp.721-726
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• 2008

This research suggests real-time people-powered Q&A system that overcoming limitation of natural language handling technology that Q&A system has and demerits that unrelated documents are included in the results of searching in existing information retrieval system and can adapt to change to Web2.0 environment by actively applying users' participation and providing real-time information to users' request of information.

• Proceedings of the Korea Inteligent Information System Society Conference
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• 2007.11a
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• pp.457-462
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• 2007

시멘틱 웹에서의 온톨로지는 특정 영역의 설명을 위해 공유할 개념화된 명세란 정의로 널리 알려져 있으며, 시멘틱웹의 중요한 요소기술이다. 온톨로지는 특정 도메인에 대한 정보를 기술하는데, 이러한 온톨로지를 매핑할 경우 많은 양의 정보를 통합관리하거나, 상호호환성을 이룰 수 있다. 여러 온톨로지 매핑 방법론의 성능을 평가하는 수단 중 f-measure란 것이 있는다. f-measure의 값은 정확도(precision)과 응답률(recall)에 의해서 결정된다. 정확도와 응답률이 변화함에 따라 f-measure 값도 자연히 변하기 때문에, 높은 f-measure 값을 구하기 위해서는 정확도와 응답률의 밸런스를 조정할 필요가 있다. 본 논문에서는 높은 f-measure값을 얻을 수 있는 정확도와 재현률을 구하는 방법을 휴리스틱적 방법을 통하여 알아보고자 한다.

• Proceedings of the Korean Information Science Society Conference
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• 1999.10a
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• pp.264-266
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• 1999

고정 네트워크를 기반으로 하는 클라이언트/서버 환경에서 클라이언트가 제기하는 요청에 대한 응답시간을 최소화하기 위해 사용되는 캐슁 기법은 이동 컴퓨팅 환경에서도 이동 클라이언트가 제기하는 질의에 대한 응답시간을 최소화하기 위해 적용될 수 있다. 기존의 분산 환경과 비교해 보면, 이동 컴퓨팅 환경에서는 연결 상태의 변호가 빈번하게 발생한다. 따라서 일반적인 분산 환경에서의 캐슁 기법이 이동 컴퓨팅 환경에 적용되기 위해서는 이동 컴퓨팅 환경에 맞도록 수정이 되어야만 한다. 즉, 이동 호스트의 이동성으로 인하여 연결 상태가 변화 할 수 있기 때문에 이동 컴퓨팅 환경을 위한 캐슁 기법은 이동 호스트의 연결 상태 전이에 적응성을 갖도록 해야 한다. 연결 상태 전이에 적응성을 갖도록 하기 위해서본 논문에서는 연결 상태 전이 예측 윈도우를 사용하고 연결 상태 전이에 미리 대비하여 캐슁을 수행함으로써 이동 호스트의 캐쉬는 최신의 유효한 데이터의 일관성을 보장하며, 사용자에게는 신속한 응답을 수행할 수 있다.

• 순환기질환의공학회:학술대회논문집
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• 2004.11a
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• pp.30-31
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• 2004

• Proceedings of the Korea Institute of Fire Science and Engineering Conference
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• 2002.11a
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• pp.164-169
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• 2002

• Proceedings of the Korean Environmental Sciences Society Conference
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• 2006.11a
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• pp.192-197
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• 2006

• Journal of the Korea Academia-Industrial cooperation Society
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• v.17 no.12
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• pp.730-736
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• 2016

In a previous study, the impact factor response spectrum and corresponding method for evaluating the load carrying capacity of bridges was suggested to improve the existing evaluation method. To verify the applicability of the suggested method, which is based on the frequency of bridges, the dynamic characteristic test for an actual single span simply-supported bridge was conducted. Through a field test under ambient traffic conditions, the dynamic response of the bridge was obtained using wireless accelometers and its fundamental frequency was identified. The peak impact factor was determined from the identified frequency and the impact factor response spectrum. The load carrying performance variation of the bridge was estimated considering the performance reduction factor, which was calculated using the current and previous natural frequency and impact factor. From the result, the load carrying capacity of the bridge was decreased, but the capacity was still enough because its value is greater than the design live load. Through the overall procedures and technical details presented in this paper, the suggested evaluation method can be applied to actual bridges with the acceleration data measured under ambient traffic conditions and the impact factor response spectrum.

• Journal of Navigation and Port Research
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• v.48 no.3
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• pp.155-163
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• 2024

As the demand for reducing carbon emissions increases, efforts to reduce the usage of fossil fuels and research on renewable energy are also increasing. Among the various renewable energy harvesting techniques, the floating offshore wind turbine has several advantages. Compared to other technologies, it has fewer installation limitations due to interference with human activity. Additionally, a large wind turbine farm can be constructed in the open ocean. Therefore, it is important to conduct motion analysis of floating offshore wind turbines in waves during the initial stage of conceptual design. In this study, a frequency motion analysis was conducted on a semi-submersible type floating offshore wind turbine. The analysis focused on the effects of varying trim on the motion characteristics. Specifically, motion response analysis was performed on heave, roll, and pitch. Natural period analysis confirmed that changing the trim angle did not significantly affect the heave and pitch motions, but it did have a regular impact on the roll motion.

• Journal of the Korean Society of Propulsion Engineers
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• v.9 no.2
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• pp.32-39
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• 2005

The effectiveness of the pogo suppression device (PSD) on the response of the piping system simulating the fuel (or oxidizer) supply lines of the rocket engines was investigated. The system response defined as the ratio of the flow rate to the pressure in the main tube was obtained for various PSD gas volumes $((0\~2)\times10^{-3}m^3)$ and three different baffle hole diameters (5, 50, 115mm). Existence of a gas volume in the PSD reduced the system resonance frequency. With a larger gas volume, the resonance frequency became lower, but only slightly, while the fluctuations of the main tube pressure and the flow rate damped down considerably. The resonance frequency decreased with the increase of the PSD inlet restriction (or the decrease of the baffle hole diameter), though slightly. However, with a larger inlet restriction, the PSD pressure wave showed a delayed response with the smaller amplitude compared to the pressure variation in the main tube.

• Journal of Korean Society of Disaster and Security
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• v.6 no.3
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• pp.1-8
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• 2013

Based on random vibration theory, a procedure for calculating the dynamic response of the tall building to time-dependent random excitation is developed. In this paper, the fluctuating along- wind load is assumed as time-dependent random process described by the time-independent random process with deterministic function during a short duration of time. By deterministic function A(t)=1-exp($-{\beta}t$), the absolute value square of oscillatory function is represented from author's studies. The time-dependent random response spectral density is represented by using the absolute value square of oscillatory function and equivalent wind load spectrum of Solari. Especially, dynamic mean square response of the tall building subjected to fluctuating wind loads was derived as analysis function by the Cauchy's Integral Formula and Residue Theorem. As analysis examples, there were compared the numerical integral analytic results with the analysis fun. results by dynamic properties of the tall uilding.