• Journal of the Korea Academia-Industrial cooperation Society
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• v.22 no.4
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• pp.175-182
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• 2021

As road noise became an issue, low-noise pavement (LNP) has emerged. The noise difference from general asphalt pavement (GAP) is a measure to explain the noise reduction of LNP. On the other hand, even for GAP, noise varies with the performance years (PY) and pavement condition. This study evaluated the representative noise value (RNV) by the speed and PY of GAP. Sections of 49selected from the National Road Pavement Management System, and the noise was measured at speeds from 50km/h to 80km/h at every 10km/h using the Close Proximity Method (CPX). Because the noise immediately after construction differed from the other, it was treated separately, and some outliers were removed. The noise increased with increasing PY. In addition, the noise increase by speed showed a reliable trend at all noise levels. The RNV for each speed and PY was obtained through analyses of the PY and speed. The average noise difference between the initial construction and the six-year-paced pavement was approximately 6dB. When evaluating the noise reduction of LNP, it is necessary to use RNV rather than the noise of old pavement. The RNV of GAP is necessary for a relative comparison with LNP and studying the road noise characteristics for each GAP type.

• Proceedings of the Korean Information Science Society Conference
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• 1998.10a
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• pp.621-623
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• 1998

본 논문에서는 공용 접근이 가능한 NTO 서버들에 대한 동기화 특성을 조사, 분석했다. 분석 주요 항목은 서버 신뢰도, 정확도 그리고 오프셋(offeset)과 전송지연의 관계이다. 이러한 분석을 위해 NTP알고리즘에서 최적 시간 동기를 위해 선택하는 값인 클럭 옻프셋, 일주지연, 분산 그리고 동기화 거리를 사용하였다. 분석 결과는동기화 거리 값의 경우 최대 700ms의 정도의 차이를 보이고, 분산의 경우 최대 300ms정도의 차이를 나타내었다. 또한 전송 지연과 오프셋은 타워 분포를 보이며, 이는 그간의 오프셋 근거의 단순 선택이 효율적이지 못할 수 있음을 보여주었다. 본 논문에서 살펴본 NTP서버 동기화 특성은 많은 NTP 서버중 최적의 조건을 찾는데 유용하게 쓰일 수 있다.

• Proceedings of the Korean Institute Of Construction Engineering and Management
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• autumn
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• pp.72-77
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• 2002

The development of a Pay Adjustment (PA) procedure for implementing Performance-related Specifications (PRS) is known to be a difficult task faced by most State Highway Agencies (SHAs) due to the difficulty in such areas as selecting pay factor items, modeling the relationship between stochastic variability of pay factor items and pavement performance, and determining an overall lot pay adjustment. This led to the need for an effective way of developing a scientific pay adjustment procedure by incorporating Life Cycle Cost Analysis (LCCA) embedded Monte Carlo approach. In this work, we propose a prototype system to determine a PA specifically using the data in the pavement management information systems at Wisconsin Department of Transportation (WisDOT) as an exemplary to other SHAs. It is believed that the PRS methodology demonstrated in this study can be used in real projects by incorporating the more accurate and reliable performance prediction models and LCC model.

• Journal of the Korean Society of Hazard Mitigation
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• v.3 no.1 s.8
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• pp.133-140
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• 2003

The research was performed to evaluate the cracking resistance characteristics of cold-mixed reclaimed asphalt pavement (RAP) using indirect tensile strength test and fatigue tests. Indirect tensile tests were conducted to estimate the indirect tensile strength at variable temperatures($10^{\circ}C\;and\;20^{\circ}C$). Fatigue tests were also carried out using 500kgf, 400kgf, and 300kgf of dynamic loads, and the fatigue life (Nf) for each mixture was measured. Indirect tensile strength of cold-mixed reclaimed asphalt pavement was about 90% of conventional 13mm dense-graded asphalt mixture. Fatigue life of cold-mixed reclaimed asphalt mixture was 70%, 55%, 30% (for 500kgf, 400kgf, 300kgf of load level, respectively) of the conventional one.

• Journal of Broadcast Engineering
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• v.25 no.5
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• pp.742-749
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• 2020

This paper proposes a method for recognizing both phoneme and emotion using a common neural network and a multi-task training method for the common neural network. The common neural network performs the same function for both recognition tasks, which corresponds to the structure of multi-information recognition of human using a single auditory system. The multi-task training conducts a feature modeling that is commonly applicable to multiple information and provides generalized training, which enables to improve the performance by reducing an overfitting occurred in the conventional individual training for each information. A method for increasing phoneme recognition performance is also proposed that applies weight to the phoneme in the multi-task training. When using the same feature vector and neural network, it is confirmed that the proposed common neural network with multi-task training provides higher performance than the individual one trained for each task.

• The Journal of the Korea Contents Association
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• v.11 no.12
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• pp.700-710
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• 2011

This study is to explore the characteristics and trends of the interior design of the residence area of the cruise ships. The interior of the cruise ships running three Asian countries - Korea, Japan and China was analyzed to understand the design of the public area and the cabin area. The interior of the ships showed the modern, high-tech style with their unique concept. Also, the feeling of the openness was emphasized in two ways- the visual and psychological expression and the spatial application. The contrast of color and the effect of artificial lighting used to express the extended feeling of the closed space inside the cruise ship. The results are expected to contribute to understand the interior design of the worldwide cruise ship and be used as a valuable data for the development of the interior design of the cruise ship.

• International Journal of Highway Engineering
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• v.2 no.3
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• pp.129-144
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• 2000

This paper presents the characteristics of viscoelastic properties and fatigue performance of SBS modified asphalt mixtures depending on the aggregate gradation. Dynamic shear rheometer (DSR) and uniaxial tensile creep tests are performed to analyze the thermomechanical behavior of asphalt binders and mixtures, respectively. Uniaxial tensile fatigue tests for seven different asphalt mixtures are conducted to evaluate the effects of aggregate gradations and SBS modifier on the fatigue performance of the mixtures. DSR and uniaxial tensile creep tests results show that the SBS modified asphalt mixtures have better rutting resistance than the unmodified mixtures at high temperatures regardless of the aggregate gradations used. Fatigue factor $G^*sin\delta$ in Superpave binder specification may not be adequate for evaluating the fatigue Performance of asphalt mixtures. It is observed from uniaxial tensile fatigue tests that SBS modified asphalt mixtures compared to unmodified mixtures have ten times longer fatigue lives regardless of the aggregate gradations(dense, SMA, and Superpave gradations) used in the mixtures. The better fatigue performance of the SBS modified mixtures is observed even after long-term aging process. The effect of aggregate gradations on the fatigue performance is not as significant as the SBS modifier. The cellulose fiber added in the SMA mixture has negligible effects on the viscoelastic Properties and fatigue performance of the mixture, but is effective in reducing draindown. Although the SBS modified asphalt binder is used, it may be necessary to add the cellulose fiber into the SMA mixture to prevent the draindown.

• Journal of the Korean Society for Precision Engineering
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• v.20 no.5
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• pp.18-21
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• 2003

• Proceedings of the Korean Radioactive Waste Society Conference
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• 2009.11a
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• pp.125-126
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• 2009

• Proceedings of the Korean Radioactive Waste Society Conference
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• 2007.11a
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• pp.133-134
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• 2007