• 한국해양공학회지
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• 제26권2호
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• pp.14-19
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• 2012

There are insufficient data to consider the effect zone for the marine life of coastal fisheries, because no standard has been defined for the sound level of marine life. In this study, equations for distance attenuation were used to determine the effect zone for oceanic noises. A reference noise level was divided into 4 parts to consider the characteristics of the fishes, and the effect zone of each reference noise level was determined. To increase the reliability of the effect scope, approximately 100 repetitions of blasting work split into several parts by the boring depth, the sound level of the source caused by an increase in weight, and the effect zone were calculated using the prediction equation. According to the prediction, the maximum distance of the effect zone was 4.92 km.

• 한국지진공학회논문집
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• 제2권3호
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• pp.87-98
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• 1998

In this paper, the potential ground motion in terms of the peak ground accelerations(PGAs) due to long-distance Sumatra earthquakes is investigated for Singapore, following the probabilistic seismic hazard assessment a, pp.oach. The case investigated differs from a conventional one, in that few attenuation equations for long-distance major earthquakes are readily available. The attenuation relationships developed for other regions of the world are thus reviewed. It is found that the existing attenuation equations, when extrapolated to distant major earthquakes, tend to underestimate the PGAs. By comparing with the PGAs recorded over long distances at stations of the Japanese Meteorological Agency for major earthquakes in Japan, an attenuation equation is chosen for this study. With the chosen attenuation equation, the probability of PGAs exceeding selected levels for various exposure periods of time is then computed. The results show that at Singapore there is a 10% probability in 50 years for the PGA at rock sites to exceed 1.1% g. In view of the results and the associated uncertainties, a base shear coefficient of 1.5% is being recommended as the tentative seismic loading in Singapore. The tentative seismic loading reflects the design value of the notional horizontal load, equal to 1.5% of the characteristic building weigh as specified in the BS code, which usualy governs the design of most buildings in Singapors.

• 한국지진공학회논문집
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• 제24권1호
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• pp.9-17
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• 2020

The stochastic point-source model has been widely used in generating artificial ground motions, which can be used to develop a ground motion prediction equation and to evaluate the seismic risk of structures. This model mainly consists of three different functions representing source, path, and site effects. The path effect is used to emulate decay in ground motion in accordance with distance from the source. In the stochastic point-source model, the path attenuation effect is taken into account by using the geometrical attenuation effect and the inelastic attenuation effect. The aim of this study is to develop accurate equations of ground motion attenuation in the Korean peninsula. In this study, attenuation was estimated and validated by using a stochastic point source model and observed ground motion recordings for the Korean peninsula.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 1998년도 춘계 학술발표회 논문집 Proceedings of EESK Conference-Spring 1998
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• pp.44-51
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• 1998

A seismic attenuation formula is derived from the intensity maps of medium sized four earthquakes that occurred in the southern part of Korean peninsula. In order to obtain the seismic attenuation formula, the the coefficients of four attenuation equations representing the intensity maps are integrated using the proper weighting factors depending on the credibility of the data are assigned to. The proposed formula shows the trend of attenuation similar to the ones for the Eastern North America for the region within the epicentral distance of 200km, but produces higher attenuation at farther distances. Though the attenuation curve is not derived from the instrumental data, the result could be a useful tool for the analysis of seismic hazard in Korean peninsula.

• 소음진동
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• 제7권3호
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• pp.401-409
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• 1997

This study observed the meterological influence on the excess attenuation with various flow resistivities. The flow resistivity is simulated up to 30, 000 cgs rayls. There is no significant differences among results from spherical wave analysis for excess attenuation, from plane wave analysis, and from locally reacting analysis. This is validated only when the flow resistivity is more than 100 cgs rayls. For the determination of effective flow resistivity of ground by measuring the excess attenuation experimentally, it is highly recommended that the distance between source and receiver is about 2.5m, and that the height of them is 0.3-0.4 m in case that they have the same height. Under this proposed conditions, the flow resistivity of 6-month-passed asphalt ground is estimated to 5, 000 cgs rayls by comparing the measured excess attenuation with the calculated.

• 한국지반공학회지:지반
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• 제4권4호
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• pp.19-28
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• 1988

An underground explosion crests shock waves, which propagate to a buried structure through the이 ground. Due to the explosion, very high stresses and large deformation occur in the ground so that the shock waves decay gradually. In this study the numerical simulation of the ground shock attenuation has teen performed. One dimensional wave equation is presented and the finite difference method is applies. A Cap model is adopted to describe the stress-strain behavior of the ground. The results are expressed by the attenuation of the peak stress and the particle vrelocity by the time and the distance.

• Geomechanics and Engineering
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• 제22권2호
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• pp.187-196
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• 2020

The changeable stress environment directly affect the propagation law of a stress wave. Stress wave propagation tests in sandstone with different axial stresses were carried using a modified split Hopkinson Pressure bar (SHPB) assuming the sandstone has a uniform pore distribution. Then the waveform and stress wave energy dissipation were analyzed. The results show that the stress wave exhibits the double peak phenomenon. With increasing axial stress, the intensity difference decreases exponentially and experiences first a dramatic decrease and then gentle development. The demarcation stress is σ/σ_c=30%, indicating that the closer to the incident end, the faster the intensity difference attenuates. Under the same axial stress, the intensity difference decreases linearly with propagation distance and its attenuation intensity factor displays a quadratic function with axial stress. With increasing propagation distance, the time difference decays linearly and its delay coefficient reflects the damage degree. The stress wave energy attenuates exponentially with propagation distance, and the relations between attenuation rate, attenuation coefficient and axial stress can be represented by the quadratic function.

• 한국산림과학회지
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• 제90권1호
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• pp.113-123
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• 2001

본 연구는 소나무림과 참나무림을 대상으로 수림대별 소음감쇄효과에 대한 기준을 제시하고자 수행되었다. 수림대별로 소음감쇄에 영향을 미치는 주요인자로 흉고직경, 수고, 지하고, 입목밀도, 수관면적, 경사, 거리 등을 상관과 회귀식에 의하여 분석하였으며 이로부터 얻어진 결과는 다음과 같다. 1. 참나무림과 소나무림의 소음감쇄효과를 비교한 결과 큰 차이를 발견할 수 없었다. 2. 임목형상조건과 거리는 소음감쇄와 높은 상관관계를 나타내었으나, 경사도와는 상관관계가 적은 것으로 나타났다. 소음에 대하여 가장 높은 상관관계를 갖는 인자는 소나무림의 경우 흉고직경(r=0.9133)과 거리(r=0.9630)이며, 참나무의 경우도 흉고직경(r=0.9296)과 거리(r=0.9565)로 나타났다. 3. 소나무림과 참나무림 모두 소음에 대하여 흉고직경과 거리의 2변수로 구성된 최적 회귀식을 도출하였으며, 회귀식을 통하여 소음감쇄표를 작성하였다. 소나무림의 경우 수림대의 폭이 5m에서 29%, 10m에서 31.6~32.6%, 20m에서 38.3~39.8%, 30m에서 45.2~46.6%의 감쇄율을 보였고, 참나무림의 경우 폭이 5m에서 29%, 10m에서 31.6~34.2%, 20m에서 38.6~41.4%, 30m에서 45~47.2%의 감쇄율을 보였다. 4. 주거지역 및 녹지의 경우에 맞는 소음의 환경기준은 55dB인 바, 이 기준에 맞추어 감쇄표에 의하면, 소나무림의 경우 거리가 20m일 때, 흉고직경의 합계가 400~450cm이고 본수가 30~35본이거나, 거리가 25m일 때, 흉고직경의 합계가 250~300cm이고, 본수가 20~25본 일 경우로 나타났으며, 참나무림의 경우에는 거리가 20m일 때, 흉고직경합계가 400cm이고 본수가 30~35본이거나, 거리가 25m일 때 흉고직경의 합계가 250~300cm이며 본수가 20~25본인 경우로 나타났다.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2002년도 추계 학술발표회 논문집
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• pp.3-10
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• 2002

The strong ground motion data recorded in the Sino-Korea Craton are analysed toobtain attenuation relations valid for 5 < M < 8, r < 400 km applicable to the Korean Peninsula. The result is logA : -1.83+0.386M- log${\gamma}$-0.0015${\gamma}$ where A is peak horizontal acceleration in g, M is surface-wave magnitude, and r is hypocentral distance in km. Our result is compared with the existing attenuation relations of Western North America and Eastern North America and the prior predictive equations for the Southern part of Korean Peninsula. Our result compares better with those of North America than those of the Southern part of the Korean Peninsula. More theoretical and empirical studies are required for better attenuation relations appropriate for the Korean Peninsula.

• 소음진동
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• 제4권2호
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• pp.187-198
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• 1994

This study is to describe the effects of the duct termination conditions conditions upon the active noise attenuation system. The adaptive filtering algorithm using FIR filter is implemented for duct noise attenuation. To avoid the instability caused by the acoustic feedback, two methods are considered. One is to use a compensating FIR filter. The other is to utilize uni-directional detecting microphone and uni-directional control speaker. Experimental results show that the reflections of sound from duct terminations greatly reduce the performance of ANC system. The directionality of detecting microphone and control speaker is a major factor to decide ANC performance. When there are some reflections from both duct terminations, the noise attenuation using finite FIR filter is not enough to model the duct plant. Especially, the reflection from the upstream termination reduces the noise attenuation in the frequencies related to the distance between control speaker and upstream termination. The performance of the noise attenuation is found to be largely enhanced by using uni-directional coupler, both on detecting microphone and control speaker, even if the duct system has an arbitrary termination conditions.