• 한국산학기술학회논문지
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• 제8권5호
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• pp.1062-1068
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• 2007

변압기 보호와 과전류를 막기 위한 목적으로 COS를 사용하고 있다. 그러나 COS 휴즈는 과전류가 흐르면 과부하에 의하여 용단되면서 강한 아크를 발생하여 공기 절연파괴를 일으킨다. 이러한 현상은 소음을 발생하면서 주변 거주자나 행인들에게 두려움을 준다. 그래서 실제 환경하에서 발생되는 소음을 시급히 정립할 필요가 있다. 본 논문은 COS 휴즈가 용단되면서 발생하는 충격성 소음의 특성을 파악하고 이러한 소음을 줄일 수 있는 방안을 제안한다.

• 한국산학기술학회:학술대회논문집
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• 한국산학기술학회 2006년도 추계학술발표논문집
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• pp.176-179
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• 2006

We are using COS to purpose blocking the excess current and to protect the transformer. But the fuse of COS is melt due to the overload if the excess current flows and it destroy an air severing relations to clear as strong arc happens. Such phenomenon induces an impact ambient noise and it gives the circumstance area resident or pedestrian the fear. Thus, We are the actual circumstances which an ambient noise countermeasure establishment have desired urgently. In this study, we grasp the characteristic of an impact ambient noise which a COS fuse happens the melting and study the method to reduce an impact ambient noise.

• 한국산학기술학회논문지
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• 제9권1호
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• pp.70-74
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• 2008

변압기 보호와 과전류를 막기 위한 목적으로 COS를 사용하고 있다. 그러나 COS 퓨즈는 과전류가 흐르면 과부하에 의하여 용단되면서 강한 아크를 발생하여 공기 절연파괴를 일으킨다. 이러한 현상은 소음을 발생하면서 주변 거주자나 행인들에게 두려움을 준다. 그래서 실제 환경하에서 발생되는 소음을 시급히 정립할 필요가 있다. 본 논문은 COS 퓨즈가 용단되면서 발생하는 충격성 소음의 특성을 파악하고 이러한 소음을 줄일 수 있는 방안을 제안한다.

• 한국소음진동공학회논문집
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• 제20권4호
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• pp.338-347
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• 2010

Heunginjimun designated as a Treasure No.1 is a two-story wooden structure with 5 bay and 2 bay in its front and side views, respectively. This paper presents an investigation on vibration characteristics of Heunginjimun through both ambient vibration and impact hammer tests. Ambient vibration test was performed to identify the natural frequency of Heunginjimun from the spectrum analysis of time history. Impact hammer test was undertaken to find the frequency of Heunginjimun which is affected by the surrounding traffics and to verify the reciprocal principle for the wooden structural system. Ambient vibration test results of Heunginjimun showed that the natural frequencies in two principal axes 1.5 Hz and 1.1 Hz, respectively. It was confirmed from impact hammer tests for a ground that the frequency of 4.2 Hz is caused by the traffics surrounding Heunginjimun. It was also observed that from the impact hammer test results between two locations in Heunginjimun that the transfer functions measured from two corresponding locations coincided well with each other. This result shows that the wooden structural system is globally linear, and the reciprocal principle is established.

• 한국생산제조학회지
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• 제21권2호
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• pp.337-343
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• 2012

This work investigates the vibrational characteristics of the underground gas pipelines. Experiments were conducted to analyze the effects of various parameters on the vibrational characteristics from the emergency detection point of view. Influences of the various types of impact exerted on the pipe, height of free fall and measuring locations were analyzed. Especially, the difference between the vibrational signal generated by the direct impact on the pipe and the ambient noise was successfully identified. To validate the experimental observation, computer simulation was also performed with constant properties(elasticity, fluid velocity and internal pressure) which are directly conjectured from the accompanying experiment with a real pipe system.

• 한국음향학회지
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• 제39권6호
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• pp.606-614
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• 2020

본 논문에서는 수중 주변소음 생성에 주요한 영향을 끼치는 선박 통행량 및 해양기상정보와 수중 주변소음간 영향성을 분석한다. 주변소음은 수중 소나 시스템의 탐지 성능에 큰 영향을 끼치는 중요한 환경 요소이다. 최근에 많은 연구가 진행 중인 인공지능 기술을 이용한 탐지성능 예측 등 자동화 시스템 구현을 위하여 이와 관련된 주요 데이터 확보 및 분석이 필요하다. 주변소음의 주요 발생원은 다양한 원인이 있는데, 연근해에서 운용되는 소나 시스템의 경우 탐지 성능에 있어서 선박 통행에 의한 소음 및 해양 기상에 의해 발생하는 소음의 영향을 크게 받는다. 따라서 본 논문에서는 대한민국 동해 연안에서 획득한 주변소음 측정 결과와 인근 선박 통행량 및 해양기상정보 공공데이터를 이용하여 각 데이터의 영향성을 분석하였다. 분석 결과 수중 주변 소음은 선박의 통행량의 변화에 따라 높은 연관성을 보였으며, 풍속과 파고, 강우 등 해양환경 요소에 있어서도 특정 주파수 대역에 영향성이 있음을 관찰하였다.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2003년도 춘계학술대회논문집
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• pp.420-423
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• 2003

This paper addresses the results of experimental and analytical study on the effects of dynamic interaction between vehicle and bridge on modal properties of bridge. Based on ambient vibration test and vehicle impact test on a bridge, it is found that the natural frequencies of bridge are varied by vehicle passing. Analytical studies for the effects of vehicle position, speed, damping, mass ratio and frequency ratio on bridge-vehicle interaction are carried out using complex eigenvalue analysis and numerical integration in time domain. The results show that vehicle properties except speed cause significant change of natural frequency as well as damping of bridge.

• 한국BIM학회 논문집
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• 제11권1호
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• pp.39-46
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• 2021

Urban residents in crowded complexes are making increasing civil complaints about noise and demanding pleasant and comfortable residential environments. Because noise is one of the most important factors related to urban residents' dissatisfaction with their living environments, the present study investigates the direct and indirect effects of noise-related outdoor environmental factors on residential level satisfaction, using noise level data from 29 noise-measuring stations in Seoul. From 62 multi-family apartment complexes near these stations, the authors collected GIS-based environmental attribute data, as well as survey data including the residents' personal characteristics and indicators designed to measure latent psychological characteristics: noise sensitivity and residential noise level satisfaction. This study then utilized structural equation models to analyze the direct variables influencing the latent variables of noise sensitivity and residential noise level satisfaction, as well as the complex relationships among all variables. The result showed that residents who are exposed to less noise, possibly due to living in apartments facing relatively quiet roads, protected by soundproof walls, or surrounded by densely planted trees, tend to be less noise sensitive, which makes them more satisfied with the ambient noise level. Therefore, critical outdoor environmental variables can be used to reduce noise sensitivity and improve residential noise level satisfaction.

• Structural Monitoring and Maintenance
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• 제8권4호
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• pp.379-402
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• 2021

Traditional approaches for structural health monitoring (SHM) seldom take ambient uncertainty (temperature, humidity, ambient vibration) into consideration, while their impacts on structural responses are substantial, leading to a possibility of raising false alarms. A few predictors model-based approaches deal with these uncertainties through complex numerical models running online, rendering the SHM approach to be compute-intensive, slow, and sometimes not practical. Also, with model-based approaches, the imperative need for a precise understanding of the structure often poses a problem for not so well understood complex systems. The present study employs a data-based approach coupled with Empirical mode decomposition (EMD) to correlate recorded response time histories under varying temperature conditions to corresponding damage scenarios. EMD decomposes the response signal into a finite set of intrinsic mode functions (IMFs). A two-dimensional Convolutional Neural Network (2DCNN) is further trained to associate these IMFs to the respective damage cases. The use of IMFs in place of raw signals helps to reduce the impact of sensor noise while preserving the essential spatio-temporal information less-sensitive to thermal effects and thereby stands as a better damage-sensitive feature than the raw signal itself. The proposed algorithm is numerically tested on a single span bridge under varying temperature conditions for different damage severities. The dynamic strain is recorded as the response since they are frame-invariant and cheaper to install. The proposed algorithm has been observed to be damage sensitive as well as sufficiently robust against measurement noise.

• 한국소음진동공학회논문집
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• 제27권1호
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• pp.107-113
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• 2017

The dynamic characteristics including natural frequencies and excitation frequencies are evaluated for a small 10 kW vertical axis wind turbine. Acceleration responses were measured at 12 distributed locations for impact vibration tests, ambient vibration tests during non-operational and operational conditions, and braking tests during operational condition. The natural frequencies for the lowest 2 bending modes and the first torsional mode were estimated and also the excitation frequencies, i.e. 1P, 2P, 4P, were also estimated according to the rotational speed using the responses under operational conditions (i.e. power generation condition).