• Journal of the Korean Institute of Gas
• /
• v.12 no.1
• /
• pp.13-18
• /
• 2008

Vibration velocity induced by earthquakes or external vibration sources is one of the integrity assessment indexes, and is also a representative value used to describe the amount of vibration because it is based on a proportional relationship with the damage scale. In this study, the vibration velocity criterion for structures is first examined. Then, based on the velocity criterion, an integrity assessment is performed. Burial condition is set up based on the "Highway and Local Road Design Criteria" with API 5L Gr. X65 pipeline(D=762 mm). The FE model considers DB-24 vehicle load as a time function with a varying velocity in the range of $20{\sim}160\;km/h$. Maximum vibration velocity occurs at v=80 km/h and decreases after v=80 km/h. The maximum vibration velocity of buried pipeline by DB-24 loads is about 0.034 cm/s. The velocity that occurs is in the range of allowable values for each vibration velocity criterion. The wave propagation velocity was identified based on attenuation law and the minimum value appears at vehicle velocity 80 km/h that has maximum vibration velocity.

• Journal of KSNVE
• /
• v.8 no.6
• /
• pp.1158-1165
• /
• 1998

Low frequency interior noise in cars is mainly due to structure-borne excitations which are related with road excitation and component vibrations such as suspension and engine mounts. In order to analyze the annoying interior noise. a technique (Transfer Path Analysis) is introduced to find a noise source and the path of that noise. In this study, TPA is reviewed theoretically and applied to investigate the case when the low frequency interior noise at front seat due to road excitations needs to be optimized. The subjective and objective appraisal was performed under the conditions that a testing vehicle traveled on asphalt at 30 km/h. so that the low frequency to be eliminated was detected. The related vibration and noise data for TPA were measured on running and static vehicle. The results reveal that the noise contribution along the z-direction of trailing arm is prominent to low frequency interior noise.

• Journal of the KSME
• /
• v.29 no.5
• /
• pp.464-468
• /
• 1989

환경측면에서의 소음. 진동은 교통기관(도로, 철도, 항공기 등), 공장, 건설공사 및 생활 등에 기 인하여 발생되는 것으로, 어떤 지역에서의 소음. 진동은 이들이 개별적 또는 복합적으로 합성된 양상을 띠고 있다 하겠다. 본고에서는 환경측면에서의 소음. 진동 저감을 위한 제도적 방안으로, 현행 환경보전법에 정한 기준과 더불어 공장의 소음. 진동 대책을 소개하고자 한다.

• Journal of the Korean Geotechnical Society
• /
• v.30 no.12
• /
• pp.27-40
• /
• 2014

This paper is to provide the allowable limit blasting-induced vibration for road structures and facilities. For this purpose, first of all, this study examined various allowable limits of different structures from domestic and foreign countries, investigated related problems of the limits used in the country, and suggested the measures to minimize the related problems. Furthermore, this study proposed the blasting-induced vibration limit of road structures and facilities that could be used in the country from comparing and analyzing the various limits from foreign countries. To verify the proposed limit for a practical use in the field, field cases that had both a vibration magnitude and a damage level were collected and they were compared with the proposed limit. In addition, the proposed limit was also compared with the results of analytical and numerical analyses. The comparison and analysis indicated that the proposed limit of different road structures and facilities is valid for the practical use in the field. From this study, the proposed limit is expected to be used as the limit to estimate the damage levels of road structures and facilities due to blasting-induced vibrations in the field.

• Journal of KSNVE
• /
• v.5 no.2
• /
• pp.153-157
• /
• 1995

1968년 경인고속도로를 시작으로 국내 도로환경이 변화하면서 교통소음이 주거환경에 문제로 제기되었으며, 80년대부터 시작된 포장재질의 콘크리트화 추세는 교통소음의 증가요인이 되었고, 신도시 고속도로 및 도시외곽 순환도로 등의 확충 사업은 주거환경 내에서도 교통소음을 발생시키고 있다. 이와 같이 도로교통소음은 주거환경의 쾌적성을 침해하는 가장 큰 요인으로 1993년 국내 환경오염 피해진정 건수중 소음.진동의 민원이 약 44%로 가장 높게 나타나고 있는 실정이며. 문제가 교통소음의 발생원은 자동차 발생소음(power level)은 각 음원별 소음특성을 검토 하는 것이 중요하나 소음의 평가방법에 대한 연구는 국내.외에서 각 음원별 특성을 포함한 연구로 1970년대 이후 급속히 전개되어 왔으나, 최근 도로변 건물의 고층화 현상은 방음(전파경로)대책 수립에 한계를 나타내고 있는 실정이다. 이와 같은 문제 점을 해결하기 위해서는 그동안 체계적인 연구가 이루어지지 않은 노면(포장)형태에 따른 자동차 주행소음의 특성에 관한 연구가 이루어져야 할 것으로 판단한다.

• Journal of KSNVE
• /
• v.18 no.2
• /
• pp.9-12
• /
• 2008

• Journal of KSNVE
• /
• v.26 no.4
• /
• pp.12-16
• /
• 2016

• Journal of KSNVE
• /
• v.19 no.1
• /
• pp.16-25
• /
• 2009

• Journal of KSNVE
• /
• v.17 no.4
• /
• pp.9-14
• /
• 2007

• Journal of KSNVE
• /
• v.17 no.4
• /
• pp.15-18
• /
• 2007