• 제목/요약/키워드: one-third octave

검색결과 17건 처리시간 0.022초

Serviceability assessment of subway induced vibration of a frame structure using FEM

  • Ling, Yuhong;Gu, Jingxin;Yang, T.Y.;Liu, Rui;Huang, Yeming
    • Structural Engineering and Mechanics
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    • 제71권2호
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    • pp.131-138
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    • 2019
  • It is necessary to predict subway induced vibration if a new subway is to be built. To obtain the vibration response reliably, a three-dimensional (3D) FEM model, consisting of the tunnel, the soil, the subway load and the building above, is established in MIDAS GTS NX. For this study, it is a six-story frame structure built above line 3 of Guangzhou metro. The entire modeling process is described in detail, including the simplification of the carriage load and the determination of model parameters. Vibration measurements have been performed on the site of the building and the model is verified with the collected data. The predicted and measured vibration response are used together to assess vibration level due to the subway traffic in the building. The No.1 building can meet work and residence comfort requirement. This study demonstrates the applicability of the numerical train-tunnel-soil-structure model for the serviceability assessment of subway induced vibration and aims to provide practical references for engineering applications.

주파수에 따른 소리에 대한 사람의 반응 (Personal Response for Sound according to its Frequency)

  • 김영일;차일환
    • 한국음향학회지
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    • 제6권4호
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    • pp.12-20
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    • 1987
  • 소리의 주파수에 따라 사람은 그 소리에 대한 느낌이 다르기 때문에, 본 연구에서는 소리의 주파수에 따른 사람의 반응을 조사하였다. 순음과 1/3옥타브와 1옥타브 대역 통과 필터를 통과시켜 나온 백색 잡음 및 자동차 경음기 소리를 사람에게 들려주고, 그 소리에 대한 느낌을 설문지로 조사하였다. 실험결과, 순음 160(Hz)에서 500(Hz) 까지의 소리에 대해서는 호의적인 반응을 나타내었고, 1,000(Hz) 이상의 순음과 백색 잡음 및 경음기 소리에 대해서는 거부감을 나타내었다. 경음기 소리는 350(Hz) 부근과 1.000 (Hz)에서 2.600(Hz) 사이에서 그 성분이 가장 많이 분포되어 있는데. 경음기 소리에 대한 사람의 반응은 1,000(Hz)와 2,600(Hz) 사이의 순음과 비슷한 결과를 나타낸다. 따라서, 주택가나 사람이 많이 다니는 곳의 도로에서는 주로 200(Hz)에서 500(Hz) 사이의 경음기 소리를 발생시키면. 사람들에게 거부감을 주지 않으면서 경음기 효과를 얻을 수 있다.

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파워 조절 방법에 따른 풍력 터번 발전기의 방사 소음 특성 (Characteristics of Noise Emission from Wind Turbine Generator According to Methods of Power Regulation)

  • 정성수;정완섭;신수현;전세종;최용문;정철웅
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2006년도 춘계학술대회논문집
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    • pp.941-945
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    • 2006
  • In the development of electricity generating wind turbines for wind farm application, only two types have survived as the methods of power regulation; stall regulation and fun span pitch control. The sound measurement procedures of IEC 61400-11 are applied to field test and evaluation of noise emission from each of 1.5 MW and 660 kW wind turbine generators (WTG) utilizing the stall regulation and the pitch control for the power regulation, respectively. Apparent sound power level, wind speed dependence and third-octave band levels are evaluated for both of WTGs. It is found that while 1.5 MW WTG using the stall control is found to emit lower sound power than 660 kW one using the pitch control at low wind speed (below 8 m/s), sound power from the former becomes greater than that of the latter in the higher wind speed. Equivalent continuous sound pressure levels (ECSPL) of the stall control type of WTG vary more widely with wind speed than those of the pitch control type of WTG These characteristics are believed to be strongly dependent on the basic difference of the airflow around the blade between the stall regulation and the pitch control types of WTG. These characteristics according to the methods of power regulation lead to the very different noise emission characteristics of WTG depending on the seasons because the average wind speed in summer is lower than the critical velocity over which the airflow on the suction side of blade in the stall types of WT are separated. These results propose that, in view of environmental noise regulation, the developer of wind farm should give enough considerations to the choice of power regulation of their WTG based on the weather conditions of potential wind farm locations.

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Stochastic micro-vibration response characteristics of a sandwich plate with MR visco-elastomer core and mass

  • Ying, Z.G.;Ni, Y.Q.;Duan, Y.F.
    • Smart Structures and Systems
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    • 제16권1호
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    • pp.141-162
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    • 2015
  • The magneto-rheological visco-elastomer (MRVE) is used as a smart core to control the stochastic micro-vibration of a sandwich plate with supported mass. The micro-vibration response of the sandwich plate with MRVE core and supported mass under stochastic support motion excitations is studied and compared to evaluate the vibration suppression capability. The effects of the supported mass and localized magnetic field on the stochastic micro-vibration response of the MRVE sandwich plate are taken into account. The dynamic characteristics of the MRVE core in micro-vibration are described by a non-homogeneous complex modulus dependent on vibration frequency and controllable by applied magnetic fields. The partial differential equations for the coupled transverse and longitudinal motions of the MRVE sandwich plate with supported mass are derived from the dynamic equilibrium, constitutive and geometric relations. The simplified ordinary differential equations are obtained for the transverse vibration of the MRVE sandwich plate under localized magnetic fields. A frequency-domain solution method for the stochastic micro-vibration response of sandwich plates with supported mass is developed based on the Galerkin method and random vibration theory. The expressions of frequency-response functions, response power spectral densities and root-mean-square velocity responses of the plate in terms of the one-third octave frequency band are obtained for micro-vibration evaluation. Finally, numerical results are given to illustrate the large response reduction capacity of the MRVE sandwich plate with supported mass under stochastic support motion excitations, and the influences of MRVE parameters, supported mass and localized magnetic field placement on the micro-vibration response.

Autonomous evaluation of ambient vibration of underground spaces induced by adjacent subway trains using high-sensitivity wireless smart sensors

  • Sun, Ke;Zhang, Wei;Ding, Huaping;Kim, Robin E.;Spencer, Billie F. Jr.
    • Smart Structures and Systems
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    • 제19권1호
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    • pp.1-10
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    • 2017
  • The operation of subway trains induces secondary structure-borne vibrations in the nearby underground spaces. The vibration, along with the associated noise, can cause annoyance and adverse physical, physiological, and psychological effects on humans in dense urban environments. Traditional tethered instruments restrict the rapid measurement and assessment on such vibration effect. This paper presents a novel approach for Wireless Smart Sensor (WSS)-based autonomous evaluation system for the subway train-induced vibrations. The system was implemented on a MEMSIC's Imote2 platform, using a SHM-H high-sensitivity accelerometer board stacked on top. A new embedded application VibrationLevelCalculation, which determines the International Organization for Standardization defined weighted acceleration level, was added into the Illinois Structural Health Monitoring Project Service Toolsuite. The system was verified in a large underground space, where a nearby subway station is a good source of ground excitation caused by the running subway trains. Using an on-board processor, each sensor calculated the distribution of vibration levels within the testing zone, and sent the distribution of vibration level by radio to display it on the central server. Also, the raw time-histories and frequency spectrum were retrieved from the WSS leaf nodes. Subsequently, spectral vibration levels in the one-third octave band, characterizing the vibrating influence of different frequency components on human bodies, was also calculated from each sensor node. Experimental validation demonstrates that the proposed system is efficient for autonomously evaluating the subway train-induced ambient vibration of underground spaces, and the system holds the potential of greatly reducing the laboring of dynamic field testing.

파워 조절 방법에 따른 풍력 터빈의 방사 소음 특성 (Characteristics of Noise Emission from Wind Turbine According to Methods of Power Regulation)

  • 정철웅;정완섭;신수현;전세종;최용문;정성수
    • 한국소음진동공학회논문집
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    • 제16권8호
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    • pp.864-871
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    • 2006
  • In the development of electricity generating wind turbines for wind farm application, only two types have survived as the methods of power regulation; stall regulation and full span pitch control. The main purpose of this paper is to experimentally identify the characteristics of noise emission of wind turbines according to the power regulation types. The sound measurement procedures of IEC 61400-11 are applied to field test and evaluation of noise emission from each of 1.5 MW and 660 kW wind turbines (WT) utilizing the stall regulation and the pitch control for the power regulation, respectively. Apparent sound power level, wind speed dependence, third-octave band levels and tonality are evaluated for both of WTs. It is observed that equivalent continuous sound pressure levels (ECSPL) of the stall control type of WT continue to increase with increasing wind speed whereas those of the pitch control type of WT show less correlation with wind speed. These observed characteristics are believed to be due to the different airflow patterns around the blade between the stall regulation and the pitch control types of WT; the airflow on the suction side of blade in the stall types of WT are separated at the high wind speed. It is also found that the 1.5 MW WT using the stall control emits lower sound power than 660 kW one using the pitch control at wind speeds below 8m/s, whereas sound power of the former becomes higher than that of the latter in the wind speed over 8m/s. This wind-speed dependence of sound power leads to the very different noise omission characteristics of WTs depending on the seasons because the average wind speed in summer is lower than 8m/s whereas that in summer is higher. Based on these experimental observations, it is proposed that, in view of environmental noise regulation, the developer of wind farm should give enough considerations to the choice of power regulation of their WTG based on the weather conditions of potential wind farm locations.

울산쇠부리소리의 전승 양상 (A Study on the Transmission of 'Soeburi-Song' in Ulsan)

  • 양영진
    • 공연문화연구
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    • 제37호
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    • pp.157-186
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    • 2018
  • 울산 쇠부리소리는 1981년 8월 달천철장의 마지막 불매대장인 고(故) 최재만(1987년 별세)의 구술과 소리를 바탕으로 1980년대에 재연된 소리이다. 본 고는 1981년 영상 등 총 13종의 자료를 바탕으로 쇠부리소리를 음악적 측면에서 분석하고, 전승 과정에서의 변화 양상을 확인하는데 목적을 둔 논문이다. 도출된 결과를 정리하면 다음과 같다. 2017년 쇠부리소리 자료를 살펴본 결과, 풍물패는 상쇠, 부쇠, 징2, 북4, 장구4, 태평소1로 구성되어 있고, 장단은 질굿, 자진모리, 다드래기, 덧배기, 자진덧배기의 5종을 친다. 가창곡은 3소박 4박자의 덧배기 자진덧배기 장단에 맞추어, 또는 무장단으로 부른다. 구성음은 대부분 Mi-La-do의 3음 또는 Mi-La-do-re의 4음으로, 음역은 1옥타브를 넘지 않는다. 종지음은 모두 La로 동일하다. 1981년 발굴 이후 오늘날까지의 쇠부리소리 연행을 살펴본 결과, 크게 4가지의 변화를 발견할 수 있었다. 먼저 악곡의 구성이 '긴-자진'으로 분화되고, <금줄소리>, <애기 어르는 소리>, <성냥간 불매소리>가 첨가되었다. 둘째 가창 방식은 1980년대 재연 이후 '1인 선창자+다인 후창자'를 기본으로, 1인 후창자를 별도로 지정하기도 하였다. 더불어 2013년 연행된 <자진불매소리>는 <성냥간 불매소리>의 토대가 되었다. 셋째 <긴-자진 불매소리>의 선율적 변화가 관찰되었다. 박자구조는 모두 3소박 4박자이나, 속도가 느려지고, Mi-La-do의 3음을 골격으로 높은 re와 낮은 Sol이 첨삭되어 메나리토리의 특성이 명확히 드러난다. 마지막으로 풍물 악기는 꽹과리, 징, 장구, 북의 사물이 주로 쓰이며, 공연에 따라 소고, 태평소, 요령 등을 첨가하기도 한다. 장단은 자진모리, 다드래기, 덧배기, 자진덧배기 장단을 처음부터 연주했으며, 이후 질굿 장단이 추가되었다. 이와 같은 결과를 통하여 최초 발굴 당시, <애기 어르는 소리>와 같은 단순한 형태의 <불매소리>가 남성 노동요로 목적이 바뀌고 연희성이 강해지며 하나의 공연 예술로 변화되었음을 확인하였다.