• Proceedings of the KSLP Conference
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• 1994.06a
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• pp.110-116
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• 1994

보통사람의 성대는 일상회화중 1초에 100∼300번의 진동을 하며 노래를 하는 경우는 1,000번 이상도 진동하게 되므로 우리의 유안으로는 그 자세한 진동상태를 관찰할 수가 없어 특수한 기기를 사용해야만 한다. 현재로서 사용되는 특수기기로는 후두스트로보스코피(laryngostroboscopy), 초고속영화법(ultra high speed photography), 그로토그라피(glottography) 및 카이모그라피(kymography) 등이 있다. 이 중 초고속영화법은 1초에 3,000회 이상의 성대진동을 촬영할 수 있어 연구 및 교육에 대단히 유용한 기기이나 가격이 비싸고 그 data를 분석하는데 시간이 많이 걸려 일반임상검사로서는 부적당하며 그로토그라피는 성대자체를 직접 관찰하는 것이 아니고 그 관측결과를 그래프로 나타내주는 기기로서 에에는 초음파, 광전 및 전기를 이용한 방법등이 있다. (중략)

• Proceedings of the Korean Nuclear Society Conference
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• 1996.05d
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• pp.373-379
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• 1996

모든 물체는 물체를 구성하는 재료의 성질과 구조의 형식에 따라 각각의 고유주기를 갖고 있으며, 구조물을 구성하는 재료는 시간의 경과와 더불어 경년열화 과정을 거치므로 구조물의 고유주기는 조금씩 길어지는 경향을 갖는다. 그러므로 구조물의 건설 당시에 동적특성을 파악해 놓았다면 구조물에 문제가 발생했을 시의 동적특성을 측정하여 구조물의 손상 여부를 판단하는 중요한 열쇠가 된다. 본 연구는 자연적으로 발생하는 진동 또는 인간이 사회생활을 영위하면서 항상 발생하고 있는 지반의 미소한 외력인 상시미동을 이용하여 구조물의 동적특성을 측정하고 구조해석을 통한 해석결과와 비교 분석하여 구조물의 진동특성을 파악하는 편리한 도구로써 상시미동이라는 진동측정방법의 실용성을 확인하였으며, 고유진동수의 변화추이는 구조물의 건전성을 평가하는 새로운 지표가 될 수 있음을 제안하였다.

• Food Engineering Progress
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• v.14 no.2
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• pp.85-91
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• 2010

In the food process, twist screen is widely used to divide particles on the basis of size. As screen equipped in the twist screen perfoms an important part in the particle size distribution mechanism, the contact area of screen and particles, retention time of particles on the screen, mesh and string thickness of screen and the flow pattern of particles on the screen are major points of the separation efficiency. To improve the separation efficiency, increase the retention time and control the flow pattern of particles, screen frame dam and spiral blockage are installed on the sieve of twist screen ${\emptyset}$ 1200 and ${\emptyset}$ 1500. Twist screen ${\emptyset}$ 1500 with frame dam treated similar separation capacity, 37% higher separation ratio and less non-separated particles of product output 1 than general twist screen. Twist screens with frame dam and spiral blockage showed less treatment capacity, three times higher division ratio and entire separation than general twist screen.

• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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• 2003.05a
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• pp.808-815
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• 2003

최근에 이르기까지 문화예술회관들이 대중들의 문화적인 욕구에 의하여 많이 건립되었으나 대중들과 음악가와 연주자들을 도외시한 채 건축음향 기획 없이 건립되어진 많은 문화예술회관들이 지방자치시대를 맞이하여 지방재정에 적잖은 부담으로 작용하고 있으며 또한 민영화로 독자적으로 운영을 하지 않으면 안되게 되었다. 이와 같은 경쟁체제에서 많은 문화예술회관들이 음향문제로 많은 어려움을 겪고 있으나 대책은 미미한 실정이다. 본 연구는 U문화예술회관의 대공연장을 중심으로 대공연장의 음향특성을 측정분석하고 최근 6년간의 공연장의 장르별 이용률을 기초 자료로 활용하여 측정 결과를 중심으로 대공연장의 개선방향을 설정하고 음향 시뮬레이션를 통한 음향인자를 (잔향시간 (RT60, EDT), 명료도(C80, D50), LF, 음압레벨) 비교분석 평가하였다. 그리고 설계에 반영 벽체에 음향 보강 반사판을 시설하고 분석하여 리모델링 공사 후 음향특성이 개선됨을 확인할 수 있었으며 벽체에 시공된 반사판의 효능을 입증할 수 있었다.

• Therapeutic Science for Rehabilitation
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• v.7 no.3
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• pp.79-88
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• 2018

Objective : Localized vibration has been shown to have a positive effect on recovery of upper-limb motor function in patients with hemiparetic stroke, but there has been little research on kinematic analysis for qualitative changes in movement. This study investigated kinematic changes in elbow motion during reaching after localized vibration in persons with hemiparetic stroke. Methods : This study used a one-group, cross-over trial design. Ten chronic stroke patients randomly received localized vibrations on the affected biceps brachii for 5, 10, or 20 min, at 70 Hz. Kinematic analysis of reaching was measured using a 3-D motion analysis system. Variables included peak angular velocity, time to peak angular velocity, and movement units during elbow motion. Result : Affected side elbow motion during reaching was faster, smoother, and more efficient after 20 min localized vibration. Peak angular velocity increased (p<0.05), and time to peak angular velocity (p<0.05) and the movement unit were significantly decreased (p<0.05) during elbow motion for reaching. Conclusion : Localized vibration can improve kinematic components during reaching motion in persons with hemiparetic stroke.

• Journal of the Earthquake Engineering Society of Korea
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• v.10 no.6 s.52
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• pp.115-123
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• 2006

This paper presents long-term dynamic characteristics of a cable-stayed bridge where installed SHM (Structural Health Monitoring) system. Modal parameters such as natural frequencies and mode shapes are identified by modal analysis using three dimensional finite element model. The developed baseline model has a good correlation with measured natural frequencies identified from field ambient vibrations. By statistical data processing between measured natural frequencies and temperatures, it is demonstrated that the natural frequency is in linearly inverse proportion to the temperature. The estimation of temperature effects against frequency variations is performed. Mode shapes are identified from the TDD (Time Domain Decomposition) technique for ambient vibration measurements. Finally, these results demonstrate that the TDD method can apply to identify modal parameters of a cable-stayed bridge.

• Journal of the Korea institute for structural maintenance and inspection
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• v.9 no.2
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• pp.129-136
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• 2005

The vehicle loading test under the strict traffic control is generally carried out as a present practice in an evaluation process of the bearing capacity of a bridge. The quasi-static load test is recently proposed to mitigate the traffic condition of test, and analyze the disturbed acceleration time-history data of free vibration due to the ambient traffic on the bridge by Fourier transform to calculate only the natural frequencies of the bridge. The calculated frequencies have some errors due to the analysis technique as well as the influence of ambient traffic loads, and in addition to it is cumbersome to obtain the free vibration data during a quasi-static load test. In this study, the wavelet transform technique using Morlet wavelet is used to analyze the acceleration data recorded during a quasi-static load test on a bridge and calculate the natural frequencies and the modal damping ratios of the bridge. The study results show that the wavelet transform technique is a reliable and reasonable method to analyze test data and obtain the natural frequencies and the modal damping ratios of a bridge regardless of the data types i.e. free or forced vibrations.

• Journal of Korean Tunnelling and Underground Space Association
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• v.12 no.3
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• pp.247-255
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• 2010

Bonding strength of shotcrete is a significant influential factor which plays the role of collapse prevention of tunnel crown and of debonding prevention of shotcrete induced by the blasting vibration. Thus, the evaluation of the shotcrete bonding state is one of the core components for shotcrete quality control. In this study, the peak particle velocities induced by blasting were measured on the shotcrete in a tunnel construction site and its effect on the bonding state of shotcrete is investigated. Drilling and blasting technique was used for the excavation of intersection tunnel connecting the main tunnel with the service tunnel. Blast-induced vibrations were monitored at some points of the main tunnel and the service tunnel. The shotcrete bonding state was evaluated by using impact-echo test coupled with the time-frequency domain analysis which is called short-time Fourier transformation. Analysis results of blast-induced vibrations and the time-frequency domain impact-echo signals showed that the blasting condition applied to the excavation of intersection tunnel hardly affects on the tunnel shotcrete bonding state. The general blasting practice in Korea was evaluated to have a minor negative impact on shotcrete quality.

• Korean Journal of Environment and Ecology
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• v.23 no.6
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• pp.553-563
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• 2009

This study was conducted to analyze the changes in the echolocation of Pipistrellus abramus according to environmental characteristics. The survey was conducted in the day-roosting site of P. abramus located in Gyeongju City (North Gyeongsang Province) from April to August, 2009. The environmental characteristics during the research were classified in six categories: the emergence time after sunset moving time from day roost to feeding areas; rice fields; forest edges; open spaces; and residential areas. Analysis results showed that there are differences in environmental characteristics and also differences between the moving time to the habitat and the moving time to capture preys. At the emergence time from day roost, Pipistrellus abramus used a FM signal with a short pulse-duration. In open spaces, however, they used a CF signal with a long pulse-duration. In different environmental situations, they used both FM and CF signals, although the types of pulse which they used were different. Except pulse-duration, there were significant differences in pulse-interval, peak-frequency, starting-frequency and ending-frequency between the movement among habitats and the movement to capture preys. Except the emergence time from day-roost, they showed a narrow band FM signal and a long pulse-duration that are suitable to search for insects by sensing echoes of insects when they moved among their habitats. When they were out to capture their preys, they showed a broad band FM signal and a short pulse-duration which enabled them to widely search and accurately locate their preys.

• Journal of the Korean Geotechnical Society
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• v.18 no.1
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• pp.101-112
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• 2002

In this study, a new methodology fur the assessment of liquefaction potential is proposed and characteristics of the proposed methodology are verified. The experimental parameter of this methodology, that is, the plastic shear strain trajectory, is compared with the dissipated energy. It is shown that this parameter can express the liquefaction behavior which is generated by excess pore water pressure. This methodology takes advantage of the shear strain time history determined from the site response analysis based on the real time history of earthquake. In this site response analysis, shock type and vibration type records of similar predominant frequency are inputted. The liquefaction safely factors based on the proposed methodology and Korean detailed assessment related to the classical method are calculated from the results of the site response analysis and laboratory dynamic tests. Through this study, it is found that the proposed methodology can not only simulate the liquefaction behavior of saturated soils hut also express the seismic characteristics reasonably : leading type, predominant frequency, maximum acceleration, duration time.