• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2011년도 춘계학술대회 논문집
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• pp.461-462
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• 2011

• Steel and Composite Structures
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• 제46권4호
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• pp.577-589
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• 2023

In this study, on-site testing was carried out to investigate the vibration performance of a cold-formed thin-walled steel floor system. Ambient vibration, walking excitation (single and double persons), and impulsive excitation (heel-drop and jumping) were considered to capture the primary vibration parameters (natural frequencies, damping ratios, and mode shapes) and vertical acceleration response. Meanwhile, to discuss the influence of cement fiberboard on structural vibration, the primary vibration parameters were compared between the systems with and without the installation of cement fiberboard. Based on the experimental analysis, the cold-formed thin-walled steel floor possesses high frequency (> 10 Hz) and damping (> 2%); the installed cement fiberboard mainly increases the mass of floor system without effectively increasing the floor stiffness and may reduce the effects of primary vibration parameters on acceleration response; and the human-structure interaction should be considered when analyzing the vibration serviceability. The comparison of the experimental results with those in the AISC Design Guide indicates that the cold-formed thin-walled steel floor exhibits acceptable vibration serviceability. A crest factor 𝛽_rp (ratio of peak to root-mean-square accelerations) is proposed to determine the root-mean-square acceleration for convenience.

• 재활복지공학회논문지
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• 제11권2호
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• pp.147-156
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• 2017

시각장애인의 보행보조도구인 흰 지팡이는 보행에 필요한 정보인 장애물의 유무를 직접 접촉해야만 인식할 수 있으며 지면의 낮은 장애물을 탐지하기 어렵다는 단점이 있다. 최근 이러한 문제들을 해결하기 위해 새로운 보행보조도구들이 개발되고 있지만 개발된 도구들의 외형과 높은 가격으로 인해 많이 사용되지 못하고 있다. 이에 본 논문에서는 적외선 센서와 압력 센서, 진동 모터를 사용하여 두 가지 유형의 보행보조신발을 제작하였다. 두 가지 유형의 보행보조신발은 장착된 적외선 센서의 개수에 따라 단일 센서 (SS)와 이중 센서 유형(DS)으로 분류하였다. 유효성 평가를 위해 장애물이 배치된 공간에서 보행 보조 신발과 흰 지팡이를 가지고 보행할 때 나타나는 보행 소요 시간과 충돌 횟수를 비교하였다. 실험 결과, 개발된 보행보조신발 사용 시 지팡이에 비해 소요시간이 증가하였으나 충돌 횟수는 감소하였다. 또한, 보행보조신발 사용 시 흰 지팡이에 비해 이동시간과 충돌횟수가 더욱 크게 감소하였다. 따라서 개발된 보행보조신발이 시각장애인의 안전한 보행 환경을 제공하고 새로운 형태의 보행보조도구에 적응하는 시간을 감소시키는데 큰 도움을 줄 수 있을 것으로 사료된다.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2000년도 춘계학술대회논문집
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• pp.913-920
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• 2000

The hall and the projection room of the multiplex cinema being constructed on the sixth and seventh floors at Jeonpo-dong market, Pusan, is composed of structural beams and decks considering the structures self weight problem, and the following problems are expected: - Vibration and noise generated on the floors by moving audiences may annoy the audiences in the other hall - Vibration and noise generate on the floor of the nearby hall as the audiences walk through the alley near the projection room - Vibration and noise generate on the floor of the hall nearby the projection room as the film drops This study measured and reviewed the vibration amount of the seven representative transferring routes that were selected for the halls and the alley near the projection room. Based on the analysis, the model hall was constructed and the vibration in the hall was estimated after cutting the deck. Also, this study constructed the steel stairs and investigated the vibration transferring characteristics to decide whether to construct the steel stairs in the building. Finally, the results were evaluated by actually using the stairs and reviewed the appropriateness of the measurement.

• 대한토목학회논문집
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• 제32권3D호
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• pp.189-196
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• 2012

지난 50여 년간 고도의 경제 성장은 급격한 자동차의 증가를 초래하였다. 이러한 자동차 증가는 도시 내에서 도로혼잡, 교통사고, 환경오염, 소음과 진동을 발생시켜, 결국 교통의 주체인 사람이 피해를 보게 되는 사회문제로 대두되고 있다. 이로 인해 녹색교통, 특히 보행의 중요성에 대한 관심이 높아지고 있으며, 그중 보행 관련시설의 설치가 확대되고 있다. 그러나 보행시설이 잘못 설계될 경우, 보행의 쾌적성과 안전성을 저하시킬 수 있어 주의를 요한다. 본 연구는 기존 지하철 환승역 내에서 조사된 보행자의 움직임을 마이크로하게 추적, 분석하여 보행동선의 문제점을 찾아 대안들을 제시하며, 대안들의 시행 전과 후의 보행환경의 변화를 추정한다. 이때 시뮬레이션 프로그램으로는 유럽에서 통용되고 있지만 국내에서는 아직 적용이 미흡한 SimWalk 프로그램을 이용하였다. 또한 이 프로그램의 장단점을 분석하여 국내 적용 가능성을 진단하였다. 이와 같은 시뮬레이션의 이용은 개선 대안의 시행 전에 면밀한 사전 비교 분석을 가능케 하여 시행착오를 최소화할 수 있을 것으로 판단된다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2011년도 추계 학술논문 발표대회
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• pp.83-84
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• 2011

This study provides floor vibration analysis for a factory constructed by ES-beam using field measured acceleration data. The natural frequencies of the first two modes of floor are extracted from measured data. With this information, a system identification has been performed to produce a numerical model representing existing floor. The peak magnitudes of acceleration for one man walking heel drop load from experiment and numerical model are analyzed using ISO vibration criteria and AIJ vibration performance criteria. The results show that there is no problem in use of ES-beam.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2001년도 춘계학술대회논문집
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• pp.194-201
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• 2001

The dynamic characteristic of the building using preflex composite beams is a low natural frequency due to long span. Therefore, both vibrational acceleration and the characteristic of natural frequency damage to people using the building, This study estimates a vibrational acceleration based on walking and natural frequency in five kinds of building. Recently, using methods of evaluating a serviceability are based on JIA, AISC, Eurocode, CSA, DIN and ISO. ed. The result of this study is content with foreign regulations and serviceability. However, considering of these results, the method of evaluating serviceability should be developed in the future.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2000년도 춘계학술대회논문집
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• pp.955-960
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• 2000

This paper evaluates the serviceability of vibration that is induced by people's walking and running when the long span hollow core slab is used. The dynamic characteristics like a natural frequency and a ramping ratio are found by impact loading test on the mock-up structures. Also, the human induced loading test output is evaluated by the various serviceability criteria. As the various serviceability criteria satisfy with this result, the vibration problem of relevant slab caused by people's behavior does not matter.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2003년도 추계학술대회논문집
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• pp.917-917
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• 2003

The auditory experiments based on the subjective annoyance responses were undertaken for the establishment of the adverb modifiers of the heavy-weight impact noises. The standard heavy weight impact noise, impact ball noise and adult walking noise were recorded by dummy head at a newly-built apartment and were presented to the subjects by headphones. The levels of the three impact noises were varied from 30 to 60㏈(A) and the subjects matched one of the adverb modifiers to each level of the noise sources. As a result, seven scale modifiers were established and the intervals between the modifiers were found as equal. In addition, it was found that the lower annoyance noise limits for the heavyweight impact, impact ball and walking were 40-45㏈ (L$\sub$I, Fmax. AW), which is 6㏈ lower than in the previous study. The background noise level was as low as 21㏈(A) in the test booth, therefore, the testing conditions need to be concerned for evaluation of floor impact noise.

• Structural Engineering and Mechanics
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• 제82권3호
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• pp.283-294
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• 2022

An inerter is a passive mechanical element whose inertance can be thousands of times its own physical mass. This paper discusses the application of an inerter-based passive control system, termed rotational inertial double-tuned mass damper (RIDTMD), to mitigate human-induced floor vibrations. First, the acceleration frequency response function of the floor with an RIDTMD is first derived. It is then employed to determine the optimal design parameters of the RIDTMD using the extended fixed-points technique. Based on a theoretical analysis, design-oriented empirical functions are proposed for the RIDTMD optimal parameters, whose performance for floor vibration control is evaluated by numerical examples, in which three typical human-induced load types are considered: walking, jumping, and bouncing. The results indicate that the applicability and effectiveness of the RIDTMD for human-induced floor vibration control are robust for various load types, load frequencies, and floor natural frequencies. For the same mass ratio, the RIDTMD is better than the TMD in reducing the floor vibration amplitude and improving the effective frequency suppression bandwidth, and for the same vibration suppression effect, the mass of the RIDTMD is much lighter than that of the TMD.