• 한국인터넷방송통신학회논문지
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• 제20권5호
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• pp.113-120
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• 2020

건설공사에 있어 산업재해라고 불리는 안전사고는 사고 발생시에는 많은 인명 피해와 재산상의 피해, 사회적으로도 큰 물의를 일으키고 있어 건설공사의 공신력 저하의 원인이 되고 있다. 최근 들어 초고층, 대심도, 다양한 용도의 복합건축물이 시공이 많아짐에 따라 건설현장의 안전사고의 위험은 계속 증가 될 수 있다. 특히, 철근콘크리트 건축물중 가장 많이 시공되는 아파트 공사는 세대구성 부분은 층별로 보가 없는 벽식 구조로 설계와 시공이 되고 저층부에서는 기둥과 보가 있는 라멘 구조로 되어 있다. 그에 따라 상부 하중을 견디기 위한 전이보 또는 전이 스라브가 라멘구조 상부에 설치되므로, 콘크리트 타설 시공시 가설재로 설치되는 시스템 동바리는 타설작업 및 양생시 붕괴 사고가 언제든 발생될 수 있다. 본 연구의 목적은 IT 융합 기술을 적용하여 콘크리트 타설시 시스템 동바리 붕괴가 발생치 않도록 하는 것을 연구 목적으로 하고 있으며, 시공 중 발생 될 수 있는 많은 변수를 각각의 사례별로 적용하여 시스템 동바리 안정성을 확인 하고 전도방지 예측 시스템의 모델을 제안 하고자 한다.

• 한국멀티미디어학회논문지
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• 제5권4호
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• pp.458-467
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• 2002

대용량의 다각형 표면 데이터를 효과적으로 감소시키는 많은 간략화 알고리즘들이 제안되었다. 이들 간략화 기법들은 정점, 에지, 삼각형 등과 같은 기본적인 간략화 단위에 대해 자신의 붕괴 비용함수를 적용하여 간략화 전후의 에러를 최소화 한다. 기존의 제안된 비용 함수들은 대부분 거리최적화에 기반 한 에러 측정방법을 사용한다. 그러나 기본적으로 스칼라 값인 거리요소 만으로는 현재 메쉬의 지역적인 특징을 정확히 정의하기 어렵다. 따라서 곡률이 심한 지역의 특징 정보를 유지하지 못함으로써 간략화 단계를 높일수록 원래의 세부적인 모양을 잃어버리는 단점이 있다. 본 논문에서는 표면의 방향과 같은 벡터성분을 비용함수의 요소로서 고려한다. 표면의 방향성분은 거리와 같은 스칼라 양에 비의존적이다. 따라서 작은 스칼라 양을 갖는 요소라도 이의 벡터성분의 크기에 따라 보존 여부를 재고할 수 있다. 또한 제안된 비용함수를 바탕으로 하는 반-에지 붕괴에 기반 한 간략화 알고리즘을 개발한다. 이는 객체의 제거 후에 기존 에지의 두 정점 중 하나를 이용하여 새로운 정점을 표현하는 방법으로서 저장공간 상의 이점이 있으며 대용량 표면데이터의 실시간 전송을 요하는 렌더링 시스템에 매우 효과적으로 적용될 수 있다.

• 한국항만학회지
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• 제9권1호
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• pp.45-56
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• 1995

Investigation of the physical behavior of dredged material disposal in coastal water includes estimations of water column concentration in the receiving water, exposure time, the initial deposition pattern as well as thickness of material at the dumping fields near the estuary area. Calculation based on vertical setting and horizontal advection of single particles ignore the effects of bulk properties of the disposed material, vertical and horizontal diffusion, and material dilution due to the entrainment of ambient water during descent. This paper focuses on the spatial and temporal changes in the dumping fields for the water column and bottom at a hypothetically confined coastal water, where the ambient time-invariant velocity and density profiles are applied, within the initial time period following the instantaneous release of the dredged material. This model accounts the behavior of material after release divided into three phases: convective descent, dynamic collapse and long-term passive dispersion

• Smart Structures and Systems
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• 제14권6호
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• pp.1005-1030
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• 2014

The need for assessing dynamic response of typical industrial piping systems subjected to seismic loading motivated the authors to apply model reduction techniques to experimental dynamic substructuring. Initially, a better insight into the dynamic response of the emulated system was provided by means of the principal component analysis. The clear understanding of reduction basis requirements paved the way for the implementation of a number of model reduction techniques aimed at extending the applicability range of the hybrid testing technique beyond its traditional scope. Therefore, several hybrid simulations were performed on a typical full-scale industrial piping system endowed with a number of critical components, like elbows, Tee joints and bolted flange joints, ranging from operational to collapse limit states. Then, the favourable performance of the L-Stable Real-Time compatible time integrator and an effective delay compensation method were also checked throughout the testing campaign. Finally, several aspects of the piping performance were commented and conclusions drawn.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 추계 학술발표회
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• pp.253-262
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• 2010

In this study, localized heavy rainfall occurred during the collapse of steep slopes adjacent to the construction site and to ensure the safety of residents to build an early warning system was performed. Forecast/Alert range was estimated based on vulnerability landslide map and past disaster history. And established a critical line in consideration of the characteristics of local rainfall and operating a snake line, the study calculated causing and non-causing points. Also, be measured in real-time analysis of rainfall data in conjunction with the system before the steep slope failure occurred forecast/Alert System is presented.

• 대한전기학회:학술대회논문집
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• 대한전기학회 1999년도 추계학술대회 논문집 학회본부 B
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• pp.618-620
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• 1999

The owner of metallic structures has a burden of responsibility for the protection of corrosion and the prevention against big accident such as gas explosion or collapse of bridge and building and so on. So, he has been spent the money and the time for corrosion monitoring and analysis of measuring data. Therefore, KERI(Korea Electrotechnology Research Institute) has developed the real-time wireless remote corrosion monitoring system using by TRS(Trunked Radio System). The results of development for corrosion monitoring system are described briefly. Especially, the interfacing technology between the server and rectifier introduced in this paper.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2006년도 추계학술대회 논문집 전력기술부문
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• pp.279-281
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• 2006

A Voltage Instability Predictor(VIP) estimates the proximity of a power system to voltage collapse in real time. Voltage Instability Index(Z-index) from VIP algorithm is estimated using LS(Least Square) method. But this method has oscillations and noise of result due to the system's changing conditions. To suppress oscillations, a larger data window needs to be used. In this paper. I propose the new other method which improves that weakness. It uses RLS(Recursive Least Square) to estimate voltage instability index without a large moving data window so this method is suitable for on-line monitor and control in real time. In order to verify effectiveness of the algorithm using RLS method, the method is tested on HydroQuebec system in real time digital simulator(HYPERSIM).

• 대한기계학회:학술대회논문집
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• 대한기계학회 2000년도 추계학술대회논문집B
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• pp.550-555
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• 2000

Nonlinear oscillation of a microbubble under ultrasound was investigated theoretically. The bubble radius-time curves calculated by the Rayleigh-Plesset equation with a polytropic index and by the Keller-Miksis equation with the analytical solution for the Navier-Stokes equations of the gases were compared with the observed results by the light scattering method. This study has revealed that the bubble behavior such as the expansion ratio and the bouncing motion after the first collapse under ultrasound depends crucially on the retarded time of the bubble motion to the applied ultrasound.

• 한국가축번식학회지
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• 제4권1호
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• pp.13-19
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• 1980

This experiment was carried out to observe early morphological changes of luteal cells in Korean native cattle treated with prostaglandin F2$\alpha$. Twenty five gram of prostaglandin F2$\alpha$ was administrated per cow at 10 days after ovulation and luteal cells were removed 30, 60, 120 and 180 minites after administration. Morphological changes of each luteal cell was observed by electron microscope. the results obtained were summarized as followings: 1. Many electron-dense granules were observed in luteal cells obtained from control cow but those granules were decreased rapidly after 30 minutes of administration and no granules were obresved after 180 minutes of administration. 2. In control, the shape of mitochondria were begining to collapse from the time of 60 minutes after administration. After 180 minutes of administration, mitochondria were swelled extreamly. 3. Lipid droplets in luteal cell were increased in its size and number with the duration of time after administration. 4. Shape of smooth endoplasmic recticulum was vesicular and its dimension and number were increased according to time course after administration.

• 한국지진공학회논문집
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• 제16권6호
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• pp.13-20
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• 2012

In this study, 5-story structures were designed in accordance with KBC2009 for inelastic time history analysis of RC IMRF. Bending moment-curvature relationship for beam and column was identified with fiber model and bending moment-rotation relationship for beam-column joint was calculated with simple and unified joint shear behavior model and moment equilibrium relationship for the joint. The hysteretic behavior was simulated with three-parameter model suggested in IDARC program. The analytical results showed that the inelastic shear behavior of the joint could be neglected in the structural design for seismic design category C but the structure of category D did not satisfy the criteria of FEMA 356 for collapse prevention performance level.