• 제목/요약/키워드: Vibration Acceleration level

검색결과 173건 처리시간 0.03초

배 골판지 포장상자의 진동특성 (Vibration Characteristics of Corrugated Fiberboard Boxes for Packages of Pears)

  • 김만수;정현모
    • Journal of Biosystems Engineering
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    • 제27권5호
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    • pp.391-398
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    • 2002
  • During handling unitized products, they are subjected to a variety of environmental hazards. Shock and vibration hazards are generally considered the most damaging of the environmental hazards on a product and it may encounter while passing through the distribution environment. A major cause of shock damage to products is drops during manual handling. The increasing use of unitization of pallets has been resulted in a reduction of the shock hazards. This has caused an increasing interest in research focused on vibration caused dam age. Damage to the product by the vibration most often occurs when a product or a product component has a natural frequency that falls within the range of the forcing frequencies of the particular mode of transportation being used. Transportation vibration is also a major cause of fruit and vegetable quality loss due to mechanical damage. This study was conducted to determine the vibration characteristics of the corrugated fiberboard bones for packages of pears, and to investigate the degree of vibration injury of the pears in the boxes during the simulated transportation environment. The vibration tests were performed on an electrohydraulic vibration exciter. The input acceleration to exciter was fixed at 0.25 G for a single container resonance test and 0.5 G for the vertical stacked container over the frequency range from 3 to 100 Hz. Function generator (HP-33120A) was connected by wire to the vibration exciter for controlling the input acceleration at a continuous logarithmic sweep rate of 1.0 octave per min. The peak frequency and acceleration on the single box test were 22.02 Hz, 1.5425 G respectively, and these values on the vertical stacked boxes were observed from the bottom box 19.02, 18.14, 16.62 and 15.40 Hz and 2.2987, 3.7654. 5.6087, and 7.9582 G, respectively. The pear in the bottom box had a slightly higher damage level than the fruit packed in the other stacked boxes. It is desirable that the package and transportation system has to be so designed that 15∼20 Hz frequency will not occur during the transportation environment.

대학 기숙사 건물의 안전성 및 사용성 평가 연구 (A Study on the Safety and Usability of University Dormitory Buildings)

  • 채경훈;허석재;허무원
    • 교육시설 논문지
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    • 제26권2호
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    • pp.3-10
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    • 2019
  • This study evaluated the vibration use and safety of students living in the dormitories on the 12th and 14th floors by feeling uncomfortable. The measurement method was to measure the acceleration due to free vibration and single - person walking. The slab stiffness was then calculated, and the usability and safety were compared according to international standards. The natural frequency of the slab was 6.8 Hz. The natural frequency of a typical slab is around 15Hz. Therefore, the evaluation slab is judged as a flexible floor structure. It is considered that there is a high possibility of resonance in the middle of daily life because of low natural frequency and near harmonic component of walking vibration. As a result, the RMS acceleration level is within the tolerance range defined by ISO 10137 code, but the 13th floor exceeds the reference limit, so that a sensitive person could detect the vibration somewhat in the lying position.

중량바닥충격에 의한 소음 및 진동 특성 (Noise and Vibration Characteristics by Heavy-weight Floor Impact)

  • 서상호;송희수;전진용
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2003년도 추계학술대회논문집
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    • pp.919-922
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    • 2003
  • The correlation between noise and vibration by a heavy-weight floor impact was studied. The triggering technique was used for increasing the reliability and stability to measure the level of sound pressure, sound intensity and vibration acceleration. The simple finite element and rigid body analysis method were suggested to calculate the natural frequencies of the multi-layer floor system. The result show that the isolation material adapted to reduce the light-weight floor impact noise, causing the natural frequency lower, make resonance with dominant driving frequency, and increase the noise level very sharply. Therefore the noise level Peak in the region of low frequency, below 63Hz, would be related with the natural frequencies of the floor system.

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주기 조절을 이용한 고층 건물의 풍응답 조절 설계 (Wind Induced Vibration Design for High-rise buildings through Control of Natural Period)

  • 김지은;차성희;서지현;박효선
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2004년도 가을 학술발표회 논문집
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    • pp.43-51
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    • 2004
  • As the slenderness ratio of a high-rise building increases, the lateral load resisting system for the building is more often determined by serviceability design criteria. In serviceability design, the maximum drift and the level of vibration are controlled not to exceed the design criteria. Even though many drift method have been developed in various forms, no practical design method for wind induced vibration has been developed so far. Structural engineers rely upon heuristic or experience in designing wind induced vibration. Development of practical design method for wind induced vibration is required. Generally, wind induced acceleration responses are depending on several variables such as the weight density of a building, damping ratio, the natural period, and etc.. All parameters except the natural period or frequency are usually out of reach for structural engineers, then the wind acceleration response may be proportioned to the natural period. Therefore, in this paper, a wind induced vibration design method based on frequency control technique for high-rise is proposed. The method is applied to vibration design of a 25-story office building for performance evaluation.

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와플형과 더블티형 프리캐스트 콘크리트 바닥판의 수직진동 사용성 평가 (Serviceability Performance Evaluation of Vertical Vibration of Waflle Shape and Duble-Tee Precast Concrete Slabs)

  • 신재상;정란
    • 한국구조물진단유지관리공학회 논문집
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    • 제14권4호
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    • pp.62-69
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    • 2010
  • 본 연구는 PC 부재인 와플형상을 갖는 슬래브와 더블티형 슬래브에 대하여 보행 및 발뒤꿈치 가진등의 수직진동 하중을 대한 실험과 해석을 수행하여, 각각의 사용성을 비교 검토하였다. 수직진동하중에 대한 실험은 와플형 및 더블티형 슬래브가 모두 시공된 하남시에 위치한 상업시설을 대상으로 수행하였다. 실험결과에 대한 사용성 검토는 국제표준화기구의 ISO 2631-2와 일본건축학회의 건축물의 진동에 관한 거주성능 평가지침 동해설에서 제시한 기준을 바탕으로 평가하였다. 실험결과, 와플형 및 더블티형 슬래브 모두 각 기준에 제시된 상업시설 바닥진동 제한범위에 만족하는 것으로 나타나 사용성이 우수한 것으로 나타났으나, 최대가속도 응답은 와플형 슬래브가 더블티형 슬래브보다 낮게 발생하였다.

자동차 제조업체 조립공정 근로자의 국소진동 노출 수준 및 작업환경 만족도 평가 (Evaluation of Hand-Arm Vibration Exposure Level and Work Environment Satisfaction of Workers in Automobile Manufacturer Assembly Process)

  • 박성현;강모열;김승원;최상준
    • 한국산업보건학회지
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    • 제33권2호
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    • pp.103-114
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    • 2023
  • Objectives: This study was conducted to evaluate hand-arm vibration (HAV) exposure levels due to the use of power hand tools and to evaluate the determinants in the automobile assembly process. Methods: The exposure level to HAV was evaluated for 30 work lines in five assembly processes (body, engine, chassis, door, and design) that use air-powered tools and battery-powered tools and operate in circulation for two hours. The 2-hr equivalent energy vibration acceleration, A (2), of the task was measured. The 8-hr equivalent energy vibration acceleration, A (8), was estimated in consideration of the number of tasks that can be performed per day by each process. In addition, a survey on the working environment was conducted with workers exposed to vibration. Results: The geometric mean of the HAV exposure level, A (2), for a total of 30 tasks was 2.51 m/s2, and one case was 10.30 m/s2, exceeding TLV (2hr). The HAV exposure level of A (8) was evaluated from 1.03 m/s2 to 5.36 m/s2. A (2) showed a statistically significant difference (P<0.01) for each process, and the chassis process (GM=3.90 m/s2) was the highest. The larger the tool size and the longer the tool length, the higher was the vibration acceleration when using a battery-powered tool than an air-powered tool (P<0.01). Battery-powered tool users showed higher dissatisfaction on all items than did air-powered tool users. Conclusions: As a result of this study, it is necessary to implement a program to reduce the HAV exposure levels.

유통 중 진동충격에 의한 배 포장 완충재의 동적 변위 추정 (Estimation for Dynamic Deformation of the Cushioning Materials of Packaging for the Pears by Shock and Vibration During Transportation)

  • 정현모;박인식;김만수
    • 한국포장학회지
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    • 제11권1호
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    • pp.17-24
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    • 2005
  • During handling unitized products, they are subjected to a variety environmental hazards. Shock and vibration hazards are generally considered the most damaging of the environmental hazards on a product, and it may encounter while passing through the distribution environment. A major cause of shock damage to products is drops during manual handling. The increasing use of unitization on pallets has been resulted in a reduction in the manual handling of products and with it a reduction in the shock hazards. This has caused and increasing interest in research focused on vibration caused damage. the use of pallets as a base for unitizing loads, aids in the mechanical handling, transportation and storage of products. Besides aiding in the handling, transportation and storage of products, a pallet also acts on and interface between the packaged goods and the distribution environment. The determination of the impact deformation of the cushioning materials such as tray cup (polymeric foam) and corrugated fiberboard pad must be carried out to design the proper packaging system providing adequate protection for the fruit, and to understand the complex interaction between the components of fruit when they relate to expected transportation vibration inputs. In this study, the theoretical analysis of impact deformation for cushioning materials by dynamic vibration. The impact deformations of SW and DW corrugated fiberboard pad in acceleration amplitudes of 0.25 G-rms and 0.5 G-rms that were usually generated in transport vehicles during distribution environments were very small compare with the thickness of corrugated fiberboard pad. The maximum of vibration acceleration level of tray cup by vibration impact was about 3.2 G-rms. The theoretical allowable acceleration (G-factor) of the pear was 0.7102 G-rms, and the maximum dynamic deformation estimated within G-factor was about 1 mm.

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실험적 방법을 통한 횡 탑재 엔진 차량에 대한 진동 해석 (Vibration Analysis for Car Installed Transverse Engine Through Experimetal Method)

  • 양성모;김남응;김중희
    • 소음진동
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    • 제9권4호
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    • pp.769-777
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    • 1999
  • Research on vibration of a vehicle with a transversely mounted 4-cylinder engine was performed using a vector synthesis method, Data of the engine vibration for the vector synthesis method was obtained experimentally and the data was ODS-fitted to calculate vibration level on any engine location assuming that the engine is rigid body in the frequency range of interest. In order to derive the excitation force on the vehicle body, the displacements were converted from the acceleration of engine. The transfer functions from engine mounts to toe pan on the floor were obtained experimentally. The vibration level on the toe pan was predicted by multiplying the excitation force by the transfer function. The predicted vibration level was compared with experimental data and the result was reasonable. Using the developed method, analysis was made for the effect of body fixture conditions of the vehicle when testing the engine vibration and for the effect of the transfer functions when the engine is installed or when the engine is removed. Finally the degree of contribution for 12 transfer paths was calculated.

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완충재 유무에 따른 표준중량충격원에 의한 콘크리트 바닥 구조의 소음 및 진동 특성 (Noise and Vibration Characteristics of Concrete Floor Structures Using Resilient Materials Driven by Standard Heavy Impact Source)

  • 송희수;전진용;서상호
    • 한국소음진동공학회논문집
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    • 제14권8호
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    • pp.661-667
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    • 2004
  • The characteristics of noise and vibration by a heavy impact source was studied. The triggering method was used for increasing the reliability and stability to measure the level of sound pressure. sound intensity and vibration acceleration. A simple finite element model and a rigid body analysis method were suggested to calculate the natural frequencies of the multi-layer floor system. The results show that the resilient materials decrease the natural frequency of the reinforced concrete slab, make a resonance with dominant driving frequency in the low frequency region, and increase the vibration and noise level. A simple finite element model and rigid body models was suggested to calculate the natural frequencies of the floor systems.

탑재장비 동적특성 및 고체음 세기의 간접 측정 (Indirect Measurement of Dynamic Characteristic and Structureborne Sound Source Level for Installed Machine)

  • 김상현;정의봉
    • 소음진동
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    • 제6권6호
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    • pp.727-733
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    • 1996
  • Machines installed in various structures emit airborne sound and structureborne sound and are major source of noise and vibration. Especially when machines are installed upon a flexible foundation, most of noise and vibration are due to transmission of structureborne sound. Therefore, characterization and measurement of structureborne sound source level are necessary for controlling noise and vibration. But structureborne sound from vibrating machine is strongly coupled to the supportingstructure. This paper proposes the method of estimating the supporting sturcture's dynamic character- istic and structureborne sound source level for machine installed system without separating the machine, resilient mount and foundation.

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