• Title/Summary/Keyword: 진동레벨

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The Research of the Heavy-Weight Impact Sound Characteristic by Live load Installation on the Source Room (공동주택 음원실 바닥의 하중 설치에 따른 중량충격음 특성에 관한 연구)

  • Kim, Kyoung-Woo;Yang, Kwan-Seop;Sohn, Jang-Yeul
    • The Journal of the Acoustical Society of Korea
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    • v.26 no.6
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    • pp.235-242
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    • 2007
  • The test and evaluation of floor impact sound is mainly conducted before move in the residence. Floor impact sound generating is actually the conditions in which a heavy load like a curtain and furniture is installed, the situation before and after move in the residence is different. In this study, we investigate the floor impact sound variations according to the live load installation like furniture in the source room. The vibration acceleration level and floor impact sound level variation were measured before and after live load ($200kg/m^2$) installation in the floor impact sound test building and the field. The difference was not large although the vibration acceleration level and the floor impact sound level were reduced through measurement result of load installation. Resonance frequency was not changed by load installation.

An Experimental Study on the Optimistic Recognition Level of Public Address System as a Soundscape Application Facility (사운드스케이프 적용을 위한 옥외 P.A. 시스템의 적정 인지레벨에 관한 실험적 연구)

  • Song, Min-Jeong;Jang, Gil-Soo
    • Transactions of the Korean Society for Noise and Vibration Engineering
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    • v.17 no.11
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    • pp.1050-1055
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    • 2007
  • P.A.(public address) system is considered as an useful active soundscape appliance which can gives a place identity and vitality by introducing conventional musics, environmental musics, bird singing sounds etc. In this study, the main aim is to know the optimistic distance from the speaker and sound pressure level range of introducing sound. So, the sound pressure level of P.A. system due to distances were measured and subjects' responses with level variations were checked. The main results are as follows. Level range from 64 dB to 71 dB is comfortable for subjects. And the optimal level of introducing sound is related with sound source characteristics. The results of this study could be used for street furniture location design and P.A. system output level.

An Experimental Study on the Optimistic Recognition Level of Public Address System as a Soundscape Application Facility (사운드스케이프 적용을 위한 옥외 P.A. 시스템 적정 인지레벨에 관한 실험적 연구)

  • Song, Min-Jeong;Jang, Gil-Soo;Shin, Hoon;Shin, Young-Gyu;Lee, Tai-Kang
    • Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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    • 2006.05a
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    • pp.726-729
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    • 2006
  • As a active soundscape facility, P.A. system is a useful instrument to give place identity and vitality by letting out music, environmental music, bird singing sound etc. In this study, to know the optimistic distance and sound level range of introducing sound, sound levels due to distance were measured and subject responses were checked by questionnaire. Levels from 64dB to 71dB are recommended by subjects. And the optimistic level of introducing level is related with level variance of sound source. The results of this study could used for street furniture location design and P.A. system output level.

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Effects of Flow Field and Sound Pressure on the Acoustic Impedance of Perforates (유동 및 음압의 변화가 천공의 임피던스에 미치는 영향)

  • 이성현;이정권
    • Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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    • 2003.05a
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    • pp.379-382
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    • 2003
  • 천공요소는 자동차의 배기 소음기, 공조기의 소음기 등을 포함하는 다양한 소음계에 널리 사용된다. 일반적으로 천공요소 들은 평균 유동과 소음원이 동시에 존재하는 환경에서 사용되며, 평균 유동 및 관 내부의 음압 레벨의 변화가 천공 부근에서의 임피던스에 큰 영향을 미치게 된다. 천공요소의 임피던스의 변화는 소음기의 음향학적 특성에 영향을 미치게 되므로, 유동이나 음압 조건이 임피던스에 미치는 영향에 대한 연구가 중요하다. 본 연구에서는 정밀 계측 및 전산유체역학적 모형을 이용해 천공요소의 임피던스에 영향을 미치는 주요 세 가지 인자 - 스치는 유동, 통과하는 유동, 음압 레벨 - 들을 고려하여 임피던스를 분석하고, 그 상관관계를 밝혔다.

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Speed Sensorless Control of High Power Induction Motor Using a Cascaded H-Bridge Multilevel Inverter (H-브릿지 멀티레벨 인버터를 이용한 고전압 대용량 유도 전동기 속도 센서리스 제어)

  • Park, Young-Min;Ryu, Han-Seong;Lee, Hyun-Won;Lee, Se-Hyun
    • Proceedings of the KIPE Conference
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    • 2012.07a
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    • pp.293-294
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    • 2012
  • 본 논문에서는 H-브릿지 멀티레벨 인버터를 이용한 고전압 대용량 유도 전동기 구동을 위한 단순하고 강인한 속도 센서리스 제어를 소개하였다. H-브릿지 멀티레벨 인버터는 고전압 대용량화, 우수한 입출력 전력품질, 모듈화, 그리고 설치 조건 편의성으로 인해 고전압 대용량 유도 전동기 가변속 용도로 적용이 확대되고 있지만, V/F 운전시의 대표적인 단점인 저속 영역에서의 낮은 토오크, 무부하 혹은 경부하 조건의 전류 및 전동기 진동, 그리고 전동기 슬립에 의한 속도 변동은 대용량 유도 전동기의 인버터 적용에 걸림돌이 되고 있다. 따라서, 이러한 문제점을 극복하기 위해 속도 센서가 필요 없으며 전동기 상수에 강인한 속도 센서리스 제어를 전류 및 슬립 보상을 적용하여 유도 전동기의 기동 토오크 증대, 경부하 진동 억제, 그리고 속도 제어 특성을 향상 시켰다.

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A compare study on the Evaluation Method of Aircraft Noise (항공기 소음의 평가 척도에 대한 비교 연구)

  • 전지현;안병옥;송민정;장길수;김선우
    • Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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    • 2001.11b
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    • pp.703-706
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    • 2001
  • Currently domestic criteria for the aircraft noise is being adapted WECPNL(weighted equivalent continuous perceived noise level), while internationally preferred method is which is originated from $L_{eq}$ and can evaluate even environmental noise. WECPNL used in domestic as a evaluation method is only for the aircraft noise. It is, therefore, not adequate for the evaluation of residents' injury, moreover, it is very difficult to measure the aircraft noise with WECPNL due to the complicated calculating procedures as long as automatic measuring system is not used. Accordingly, this study aims to propose alternative evaluation method for the aircraft noise. To achieve this purpose, the data measured by automatic measuring system were gathered and calculated with three evaluation methods: WECPNL, $L_{eq}$ and $L_{dn}$ and the results calculated from different methods were compared and analyzed.

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The Effect of Seismic Level Increase on the Reactor Vessel Internals and Fuel Assemblies for the Korean Standard Suclear Power Plant (지진레벨의 증가가 한국표준형 원자력발전소의 원자로 내부구조물 및 핵연 료 집합체에 미치는 영향)

  • Jhung, M. J.
    • Journal of KSNVE
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    • v.7 no.1
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    • pp.33-41
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    • 1997
  • To cover a range of possible site conditions where the Korean standard nuclear power plant may be constructed, a range of generic site conditions is selected for geologic and seismologic evaluation. To envelop other Asian countries as well as the Korean peninsula, there is an attempt to increase the seismic level to 0.3g ground motions for the safe shutdown earthquake. The dynamic analyses of the reactor vessel internals and fuel assemblies are performed for the increased motions and the effect of seismic level on the response is investigated. Also the nonlinear response characteristics are discussed by comparing the loads between operating basis earthquake and safe shutdown earthquake excitations. The design adequacy of the reactor vessel internals and fuel assemblies for the increased seismic level is addressed.

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Characteristics of Transmission of Floor Vibration and Floor Impact Noise Due to Human Activities (거주자의 거동으로 발생하는 바닥진동의 층간 전달 및 바닥충격음의 음압레벨 특성 평가)

  • Lee, MinJung;Choi, HyunKi
    • Transactions of the Korean Society for Noise and Vibration Engineering
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    • v.27 no.1
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    • pp.5-13
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    • 2017
  • Noise complaints among neighbors in apartment building are mainly caused by floor impact noise that is structure born noise due to occupant induced floor vibration. To control this noise problems many researchers have investigated floor systems and finishing materials. Light-weight impact noise affects by finishing materials, but heavy-weight impact noise induced by heel impacts during normal walking or jumping of children is concerned with structural system and floor vibration. To figure out the characteristics of floor impact noise and transmission of floor vibration due to human activities, vibration tests were conducted in apartment buildings. Impact hammer, heel drop and walking activities were loaded at center of upstairs living room, and accelerations of slabs for both upstairs and downstairs and sound pressure levels for downstairs were measured. The acceleration ratio of transmitted floor vibration to downstairs and human induced vibration in upstairs was between 0.5 and 1.0 according to slab size, wall, and load type. And floor impact noise occurred in the range of natural frequency of slab.

Vibration Serviceability Evaluation for Pedestrian of Concrete Cable-stayed Bridge by Experimental Method (실험적 방법에 의한 콘크리트 사장교의 보행자 중심 진동사용성 평가)

  • Kang, Sung-Hoo;Choi, Bong-Hyun;Park, Sun-Joon
    • Journal of the Korean Society of Hazard Mitigation
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    • v.11 no.2
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    • pp.59-66
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    • 2011
  • In this study, the vibration serviceability of pedestrian by travelling vehicles on the cable-stayed bridge with concrete tower was studied. Experiment variables were considered travelling speed of vehicles, pavement state of asphalt on the deck and weight of vehicles, preferentially. Especially, pavement grade states were considered by A and C grades by BMS (Bridge Management System) standard. The incremental ratio extent of vibration acceleration responses, asphalt pavement grade C over A, was construed to 1.23~1.43. Only, these results are valid within extent of the Scaled-Weight 228.0~1161.9 km/h kN. The vibration equations for acceleration responses prediction of bridge deck were proposed into three types, reliability 50%, 90%, 95% respectively. These equations can consider asphalt pavement grade, and the vehicle's weight and travelling velocity, which are the source of vibration, are combined into the term called, 'Scaled Weight'.