• 화약ㆍ발파
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• 제24권2호
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• pp.33-39
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• 2006

국내에서는 주로 환산거리방식에 의한 발파진동 예측 방법이 주로 사용되고 있다. 환산거리 방식에서 중요한 변수인 지발당 장약량은 인접 단차간에 진동의 영향이 없는 단차로서 통상적으로 8ms을 기준으로 한다. 본 연구에서는 8ms 기준의 기원과 문제점을 문헌고찰을 통해 제시하고 인접단차 간에 진동의 영향이 없는 단차로 각 학자 별로 제시된 8ms, 17ms, 25ms 단차를 Langefors의 2.5T 기준으로 고찰하였다.

• 한국소음진동공학회논문집
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• 제14권1호
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• pp.40-49
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• 2004

In this paper, vibration response of aerial gas pipeline due to vehicle loads was quantitatively estimated through experiment and analysis in open cut construction site. The vehicle vibration of various construction machines causes serious effect to the aerial gas pipeline. The new vibration prediction equations presented in this study can estimate the vibration velocity response of the aerial gas pipeline. In the nitration prediction equations, the vehicle′s weight and traveling velocity, which are the sources of vibration, are combined into the term called, "scaled weight" Methods to reduce vibration were proposed in case the vibration velocity response of the gas pipeline exceeded the vibration criterion, using the vibration prediction equations presented in this study. One was to limit the vehicle′s traveling velocity and the other to install the isolation equipment. Both methods can be estimated quantitatively.

• Bulletin of the Korean Chemical Society
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• 제22권11호
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• pp.1255-1260
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• 2001

The expansion of two different kinds of hydrodynamic size of polymethyl methacrylate (PMMA Mw: 1.56- 2.04 ${\times}$ 106 g/mol) has been measured by dynamic light scattering and viscometry above the Flory $\theta$ temperature of the variou s solvents such as n-butyl chloride, 3-heptanone, and 4-heptanone. The expansion of PMMA chains was analyzed in terms of universal temperature parameters and also compared with previous results of polystyrene (PS) system. First it was found that simple $\tau/{\tau}c$ parameter no longer had its universality for the expansion behavior of hydrodynamic size in the chemically different linear polymer chains. However after modifying ${\tau}/{\tau}c$ parameter into $(Mw/Ro2)3}2(\tau/\tauc)$, we observed a much better universality for both PMMA and PS systems. Here Mw, Ro, $\tau[=(T-{\theta}$)/${\theta}$]$, and ${\tau}c[=({\theta}-Tc)/Tc]$ are defined as the weight average molecular weight, the unperturbed end-to-end distance, the reduced temperature and the reduced critical temperature, respectively.

• 화약ㆍ발파
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• 제25권2호
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• pp.1-10
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• 2007

본 연구에서는 1/5 축소모형 철근콘크리트 기둥을 이용하여 철근의 노출길이 및 수직하중과 발파공수와의 관계에 대해 연구하였다. 축소모형 철근콘크리트 기둥에 수직하중을 재하하여 철근의 노출 길이와 발파공수와의 관계를 비교하였다. 또한 발파된 축소모형 기둥의 무게와 철근이 노출된 축소모형 기둥의 무게를 발파공수와 비교하였다. 축소모형 철근콘크리트 기둥에 대한 시험결과로부터 철근의 노출길이 및 수직하중을 바탕으로 축소모형 철근콘크리트 기둥의 발파공수를 산정할 수 있으며, 이를 축소모형 구조물에 적용할 수 있음을 확인하였다.

• 대한기계학회논문집A
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• 제36권11호
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• pp.1413-1420
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• 2012

철도차량의 동적 거동 및 안정성 등을 예측하고 물리적인 특성을 이해하기 위하여 철도선진국인 영국, 프랑스, 일본 등에서는 축소모델 제작 및 시험하는 방법과 컴퓨터 시뮬레이션을 통하여 해석적으로 접근하는 방법이 사용되고 있다. 실물 규모의 동특성 시험은 대규모의 시험설비 구축에 따른 많은 비용과 시간의 소요, 그리고 시험 환경 설정의 어려움 등의 문제점이 발생하게 된다. 이러한 단점들을 극복하고자 상사법칙을 적용한 축소대차 모델을 이용하여 동적 시험 및 컴퓨터 시뮬레이션을 통한 해석적 연구를 수행하고 있다. 본 연구에서는 소형탈선시뮬레이터를 이용한 1/5 축소대차의 주행안정성 시험에서 신뢰성이 검증된 해석모델을 이용하여 주행안정성에 미치는 매개변수 중 주행속도, 차체 하중의 2가지 변수에 따른 1/5 축소대차의 주행안정성 해석을 수행하고, 그에 따른 동적특성을 검토하였다.

• 한국측량학회:학술대회논문집
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• 한국측량학회 2003년도 추계학술발표회 논문집
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• pp.169-174
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• 2003

Design of a rational earth volume conversion coefficient is required as the earth volume conversion coefficient may give great influence on construction work volume and construction costs in the civil engineering works where large-scaled earth volume is excavated. However, there are a great deal of difficulties in the calculation of the exact spoil surface earth and Insufficient earth volume by adopting the figures presented on the generally used design specifications which are not the results obtained from the selection tests in calculating the earth volume conversion coefficient. In this connection, it would be desirable to calculate the earth volume conversion coefficient by carrying out large-scaled site test adequate for the relevant environment. In consequence, this study aims at calculating the exact earth volume conversion coefficient of cutting and banking areas of weathering rocks in large-scaled construction sites where land is being developed into home lots. For this, we have excavated the respective 20 sites of the cutting and banking areas in the said site and then calculated the volume after the excavation. As a result, the relative exactness degree of the crossing was calculated at 0.5% in average. The relative exactness degree of 0.5% in the volume may be judged as an exact measurement as it corresponds to 0.17% of the relative exactness degree in the length measurement. We have calculated the exact earth volume conversion coefficient by the use of function ratio as per the wet unit weight and the indoor soil quality test as per volume calculated. And then we have found out minor differences as a result of the comparison and analysis with the earth volume conversion coefficient determined by the dry unit weight test as per sand replacement method. This may be judged as a rational design method for the calculation of earth volume conversion coefficient, as well as high reliability of site test as a precision photogrammetry is adopted for volume measurement of the irregular excavating areas.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2011년도 정기총회 및 추계학술대회 논문집
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• pp.1905-1913
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• 2011

The dynamic characteristic of bogie that is driving system of railway vehicle is very important regarding decision of vehicle characteristics as running safety and comport. The dynamic characteristic test of bogie is tested on full size in place on field testing on track. But, the testing on the full size caused many problems. To overcome these problem by full size test, the Railway Safety Research Center in Seoul National University of Science & Technology developed 1/5 scale size of small scale derailment simulator and is currently testing running stability of 1/5 scaled bogie. Also To take effectively advantage of running stability test using small scale derailment simulator in actuality design and reliability estimation, it is necessary comparison and examination with field test and theoretical analysis result In this paper. to achieve running stability analysis of 1/5 scaled bogie on small scale derailment. the program using MATLAB that is fast compose and analysis the motion equation of Saemaul power bogie is developed. It is achieved analysis according to various specification (weight, size, suspension, etc..) and is evaluated corelation between test result and dynamic characteristic of actual railway vehicle.

• 한국방재학회 논문집
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• 제11권2호
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• pp.59-66
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• 2011

본 연구에서는 콘크리트 사장교를 대상으로 차량주행속도와 교면아스팔트의 포장 상태, 차량중량 등을 실험변수로 하여 차량이 교량을 주행할 때 교면(보도)진동이 보행자에게 미치는 진동사용성 평가 방법에 대해 연구하고 그 결과로부터 진동사용성 여부를 평가하였다. 특히, 실험변수 가운데 교면포장 상태를 BMS기준에 의해 A와 C등급으로 구분하였다. 여기에는 진동을 발생시키는 에너지원을 "환산중량"으로 정의하고 차량주행 속도와 차량중량의 자승근을 곱한 형태로 사용하였다. 환산중량 228.0~1161.9 km/h kN 범위 내의 동일한 실험 조건에서 얻어진 교면포장 상태 A등급의 경우에 대한 C등급 경우의 진동가속도 응답 비율은 1.23~1.43으로 분석되어 교면포장 상태가 진동가속도 응답을 결정짓는데 큰 영향을 미치고 있음을 확인 할 수 있었다. 연구대상 교량의 교면 진동가속도 응답을 추정할 수 있는 진동추정식을 신뢰도 50%, 90%, 95%로 구분하여 제시하였으며, 실험 교량에서 교면 포장 A등급과 C등급의 경우 각각 전체응답의 30%, 40%가 레벨 C(강하게 감지)범위, 70%, 60%가 레벨 D(명확하게 감지) 범위에 있는 것으로 나타났다.

• 제어로봇시스템학회:학술대회논문집
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• 제어로봇시스템학회 2000년도 제15차 학술회의논문집
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• pp.353-353
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• 2000

To control a light weight flexible manipulator, a composite fuzzy controller is proposed. The controller is designed based on two time scaled models. A singular perturbation technique is applied for deriving the models. The proposed controller, however, does not use the complex equilibrium manifold equations, which are usually needed in the controller based on the two time scaled models. The controller for a slow sub-model and a fast sub-model are T-S type fuzzy controllers, which use 3 linguistic variables for each sub-model. A step trajectory is used in simulations as a reference trajectory of joint motions. The results of simulations with the proposed controller show excellent damping of flexible motions compared to a controller with derivative control of flexible motions.

• International Journal of Railway
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• 제4권1호
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• pp.19-27
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• 2011

Many studies for improving the railway vehicle's performance and comfort such as speed, weight and noise are currently in progress. Improving the structural characteristics of the vehicle for greater noise insulation is considered important for reducing disturbance due to noise, but measuring transmission loss entails large costs. This study explores an alternative method for estimating and measuring the railway vehicle's transmission loss that involves on applying the numerical analysis coupled with scaled reverberation chamber measurement. The transmission loss measurement using scaled reverberation chamber was performed after the compensation value was found through 1mm thickness(1t) specimen. For numerical analysis, a commercially available acoustics solver VA ONE was used. The proposed method is found to lead to transmission loss measurement comparable to the measurements based on large-scale reverberation chamber. Thus, it can be argued that a reliable method has been developed for measuring railway vehicle's transmission loss.