• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2015년도 춘계 학술논문 발표대회
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• pp.3-4
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• 2015

Vibration occur at construction sites due to various causes. Starting from the movement of heavy equipments and construction vehicles, the machine crushing of embedded obstacles and rocks creates not only noise but also vibration. Furthermore, the blasting of rocks tops the other causes. In this paper, the measurements of various vibration occurring at the construction site are made and analyzed to determine the magnitude of vibration upon different sources of vibration. The results showed the relative magnitude of vibration for the site studied.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2003년도 가을 학술발표회 논문집
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• pp.209-216
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• 2003

The purpose of this study is to investigate the response characteristics of pushover analysis of upper wall-lower frame system with X and Y-directions' lateral load Pushover analysis estimates initial elastic stiffness, post-yielding stiffness, and plastic hinges on each story of structures through three-dimensional nonlinear analysis program. The conclusions of this study are as follows; (1) As a result of pushover analysis, the magnitude of nonlinear response and distribution of yield hinge in lower structure are similar with both X and Y directions, but not in upper structure because of different relative stiffness. (2) The maximum drift ratio of roof is larger for X-direction than for Y-direction with respect to magnitude of shear wall areas in upper structure.

• International Journal of Precision Engineering and Manufacturing
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• 제6권4호
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• pp.73-77
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• 2005

Linear motor has been considered to be the most suitable electric machine for linear control with high speed and high precision. Thrust of linear motor is one of the important factors to specify motor performance. Maximum thrust can be obtained by increasing the magnitude of current in conductor and is relative to the sizes of conductor and magnet. However, the magnitude of current and the size of conductor have an effect on temperature of linear motor. Therefore, it is practically important to find optimum design that can effectively maximize thrust of linear motor within limited range of temperature. Finite element analysis was applied to calculate thrust and numerical solutions were compared with experiments. The temperature of the conductor was calculated from the experimentally determined thermal resistance. The ADPL of ANSYS was used for the optimum design process, which is commercial finite element analysis software. Design variables and constraints were chosen based on manufacturing feasibility and existing products. As a result, it is shown that temperature of linear motor plays an important role in determining optimum design.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2003년도 춘계 학술발표회논문집
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• pp.238-246
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• 2003

By using simulated ground motions, which is sum of earthquake signals and noise, we measured the distortion of response spectra due to noise. We found that the distortion is more closely related to the signal-to-noise (S/N) ratio of root-mean-square (RMS) measurement than that of conventional peak measurement. Given a S/M ratio, the distortion of absolute acceleration response spectra is independent on the earthquake magnitude, while that of relative displacement response spectra has a strong dependence on the earthquake magnitude. This means that, when we calculate response spectra from time histories, we can efficiently predict the distortion of acceleration response spectra simply by measuring the RMS SJN ratios, or the distortion of displacement response spectra by combining the RMS S/N ratios and the earthquake magnitudes.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 1998년도 봄 학술발표회 논문집
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• pp.141-148
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• 1998

The chloride attack of the top mat of reinforcing bars is a major cause of deterioration of comcrete deck of plate girder bridges. This is caused by a current design method which requires a top mat of reinforcing bars to resist a negative bending moment in bridge decks. In recently, empirical evidence has indicated that the top transverse reinforcing bars can patially or fully be eliminated without jeopardizing the structural integrity of a deck. So, one of the most efficient way to increase durability of concrete deck of bridges is the development of new design method that reduce or eliminate the top mat reinforcing bars, mad it is possible by the exact analysis that considering the negative bending moment reducing effect which introduced by relative deflection of plate girders. In this study, we develop the new bridge deck analysis method that considered the effect of relative girder deflection by applying the principles of slope deflection method of frames, and that is fine tuned with results of finite element analysis. This new approach evaluate a bending moment in a deck based on the effect of relative girder deflection as well as the magnitude of wheel loads, the girder spacing and stiffness, deck stiffness and the span length

• 대기
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• 제31권3호
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• pp.295-309
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• 2021

Diurnal variations of air temperature and relative humidity in the Urban Canopy Layer (UCL) of the Seoul metropolitan area are examined using the Weather Research and Forecasting model coupled with the Seoul National University Urban Canopy Model. The canopy layer air temperature is higher than 2-m air temperature and exhibits a more rapid rise and an earlier peak in the daytime. These result from the multiple reflections of shortwave radiation and longwave radiation trapping due to the urban geometry. Because of the absence of vegetation in the UCL and the higher canopy layer air temperature, the canopy layer relative humidity is lower than 2-m relative humidity. Additional simulations with building height changes are conducted to examine the sensitivities of the canopy layer meteorological variables to the urban canyon aspect ratio. As the aspect ratio increases, net sensible heat flux entering the UCL increases (decreases) in the daytime (nighttime). However, the increase in the volume of the UCL reduces the magnitude of change rate of the canopy layer air temperature. As a result, the canopy layer air temperature generally decreases in the daytime and increases in the nighttime as the aspect ratio increases. The changes in the canopy layer relative humidity due to the aspect ratio change are largely determined by the canopy layer air temperature. As the aspect ratio increases, the canopy layer relative humidity is generally increased in the daytime and decreased in the nighttime, contrary to the canopy layer air temperature.

• 한국지반공학회지:지반
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• 제12권2호
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• pp.19-32
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• 1996

시간영역의 지진 가속도-시간 이력을 주파수 영역의 courier 진폭-주파수 이력으로 변화시키는 Trifunac의 경험적 모델을 기초로 하여 지진 관측소에서 측정된 임의 규모의 실제 지진기록들을 필요한 규모의 지진기록으로 유사화시키는 지진 확대 (scaling) 기법을 제안하였다. 또한, 지진 규모(M) 5.6의 지진기록을 이용하여 지진 규모(M) 8.0의 유사지진을 작성하여 동적 재하 시험 장치에 적용가능하도록 하였다. 지진 확대 (scaling) 기법은 MMI(modified mercalli intensity), 지진기록 부지의 조건,진앙거리,지진 가속도 성분의 방향, 해석의 신뢰도 등을 고려할 수 있으며, 다양한 지진 기록들에 적용가능하였다.유사지진은 수평방향의 성분들만을 고려하여 작성되었다. 압력토조내에 설치된 모형인장말뚝과 개단압출말뚝에 대한 유사지진 진동에 의한 동적 말뚝재하시험이 가능하였다. 정적 말뚝재하시험시 인장말뚝과 압축말뚝의 거동은 매우 상이하였는데, 인장말뚝은 2~3회의 급작스런 미끄러짐 변위를 수반하였다. 또한, 유사 지진 진동중 인장말뚝과 개단압축말뚝의 거동특성은 매우 상이하였으며, 지지력 감소특성도 크게 달랐다.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 1999년도 춘계 학술발표회 논문집 Proceedings of EESK Conference-Spring
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• pp.77-84
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• 1999

An assessment of liquefaction potential is made in principle by comparing earthquake induced shear stress to the liquefaction strength of the soil. In this research a modified method based on Seed and Idriss theory is developed for evaluating liquefaction strength of Jumunjon sand(Korean standard sand). Also the factors affecting liquefaction strenght such as cyclic shear stress amplitude and relative density are investigated and verified by using cyclic triaxial test. From the result the new relationships between cyclic shear stress ratio and number of load cycles are proposed for evaluating liquefaction strength under moderated magnitude(M=6.5) of earthquake.

• 대한산업공학회지
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• 제1권2호
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• pp.65-72
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• 1975

A System of evaluation is developed which determines a uniform and individualized monetary redress. It can be applied not only to permanent disability but to temporary disability cases and considers all factors affecting monetary redress in determining process. As objects of compensation this model considers five factors, the degree of injury, the change of earning capacity, medical fee, job suspension and the degree of contributory negligence. For each object is defined a subfunction measuring its magnitude. Then by assigning reasonable weighted values to these five subfunctions according to their relative importance, we get main function which determines appropriate monetary redress.

• 한국정보과학회논문지:데이타베이스
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• 제35권6호
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• pp.481-494
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• 2008

본 논문에서는 시계열 데이타 클러스터링에서 DFT 진폭 기반의 프라이버시 보호 기법을 제안한다. 기존의 프라이버시 보호 연구인 DFT 계수 기법은 원본과 유사한 데이타가 복원될 수 있어 프라이버시 보호 측면에서 큰 문제점이 있다. 반면에, 제안한 DFT 진폭 기법은 DFT 변환 후에 위상을 제외한 진폭만을 사용함으로써 원본 데이타를 복원하기 매우 어려운 특징을 가진다. 본 논문에서는 우선 기존의 DFT 계수 기법이 복원이 용이한 함수이고, 제안한 DFT 진폭 기법이 복원이 어려운 함수임을 체계적으로 설명한다. 다음으로, 클러스터링 정확도를 대신하고 진폭을 선택하기 위한 척도로서 거리-순서 보존정도의 개념을 제안한다. 거리-순서 보존 정도는 객체들의 상대적 순서가 클러스터링 보호 함수의 적용전후에 얼마나 보존되는지의 척도를 나타낸다. 본 논문에서는 이러한 거리-순서 보존 정도의 개념을 사용하여 DFT 진폭 기법에서 진폭을 선택하는 탐욕적 전략들을 제시한다. 즉, 제안한 탐욕적 전략은 거리-순서 보존 정도를 극대화하는 방향으로 DFT 진폭을 선택하여, 궁극적으로 클러스터링 정확도를 높이고자 하는 방법이다. 마지막으로 실험을 통해 제안한 거리-순서 보존 정도가 클러스터링 정확도를 대신할 수 있는 척도임을 보인다. 또한, 제안한 DFT 진폭 기법의 탐욕적 전략들이 기존의 DFT 계수 기법에 비해 정확도가 크게 떨어지지 않음을 확인한다. 이 같은 결과를 달 때, 제안한 DFT 진폭 기법은 DFT 계수 기법에 비해 프라이버시 보호 정도를 크게 개선했을 뿐 아니라 비교적 정확한 클러스터링 정확도를 보이는 우수한 연구 결과라 사료된다.