• Wind and Structures
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• 제24권1호
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• pp.79-93
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• 2017

Wind-induced fluctuating internal pressures in a building with a dominant opening can be described by a second-order non-linear differential equation. However, the accuracy and efficiency of the governing equation in predicting internal pressure fluctuations depend upon two ill-defined parameters: inertial coefficient $C_I$ and loss coefficient $C_L$, since $C_I$ determines the un-damped oscillation frequency of an air slug at the opening, while $C_L$ controls the decay ratio of the fluctuating internal pressure. This study particularly focused on the value of loss coefficient and its influence factors including: opening configuration and location, internal volumes, as well as wind speed and approaching flow turbulence. A simplified formula was presented to predict loss coefficient, therefore an approximate relationship between the standard deviation of internal and external pressures can be estimated using Vickery's approach. The study shows that the loss coefficient governs the peak response of the internal pressure spectrum which, in turn, will directly influence the standard deviation of the fluctuating internal pressure. The approaching flow characteristic and opening location have a remarkable effect on the parameter $C_L$.

• 한국전산유체공학회:학술대회논문집
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• 한국전산유체공학회 2008년도 춘계학술대회논문집
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• pp.268-271
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• 2008

If a reactor vessel is failed to retain a molten corium in a postulated severe accident, the molten corium is released outside the reactor vessel into a reactor cavity. The molten corium would attack the concrete wall and basemat of the reactor cavity, which may lead to inevitable concrete decompositions and possible radiological releases. In the OECD/MCCI project, a series of tests were performed to secure the data for cooling the molten corium spread out at the reactor cavity and for the long-term CCI (Core Concrete Interaction). Also, a MCCI (Molten Core Concrete Interaction) analysis code, CORQUENCH was upgraded at Argonne National Laboratory with embedding the new models developed for the tests. This paper deals with analyses of MCCI at plant scale under the conditions of top flooding using the upgraded CORQUENCH code. The modeling approach is briefly summarized first, followed by presentation of a validation calculation that illustrates the predicative capability of the modeling tool. With this background in place, the model is then used to carry out a parametric set of scoping calculations that define approximate coolability envelopes for the LCS (Limestone Common Sand) concrete that has been evaluated in the OECD/MCCI project.

• 대한기계학회논문집B
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• 제20권11호
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• pp.3655-3665
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• 1996

An analytical solution is presented for the conduction-dominated solidification of a binary mixture in a semi-infinite medium. The present approach differs from that of other solution by these four characteristics. (1) Solid fraction is determined from the phase diagram, (2) thermophysical properties in mushy zone are weighted according to the local solid fraction, (3) non-equilibrium solidification can be simulated and (4) the cooling condition of under-eutectic temperature can be simulated. Up to now, almost all analyses are based on the assumption of constant properties in mushy zone and solid fraction linearly with temperature or length. The validation for these assumptions, however, shows that serious error is found except some special cases. The influence of microscopic model on the macroscopic temperature profile is very small and can be ignored. But the solid fraction and average solid concentration which directly influence the quality of materials are drastically changed by the microscopic models. An approximate solution using the method of weighted residuals is also introduced and shows good agreement with the analytical solution. All calculations are performed for NH$_{4}$Cl-H$_{2}$O and Al-Cu system.

• 한국CDE학회논문집
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• 제20권4호
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• pp.431-442
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• 2015

Currently, a BIM-based quantity takeoff (QTO) system is mainly focused on architectural projects. To perform this, diverse quantity takeoff methods such as an object-based automatic quantity takeoff, manual quantity and base functions of calculation have widely been utilizing. However, since BIM library for road projects includes structural elements associated with alignment, it is necessary to establish cost estimation system interlocked with historical cost using 3D library by each unit length. Accordingly, the aim of this study is to develop cost estimation model with using a historical cost approach so that it can be utilized in construction planning based on the BIM library for road projects. For this, based on the BIM library for road, the standardized quantity is estimated, and a process for calculating historical cost and a verification model with a 5D simulation was developed by mapping a WBS code with each BIM library object. This can be applied during the approximate cost estimation process in a project planning and an initial design phase for road projects. Besides, it is expected that these results will be utilized in constructing an optimal historical cost estimation process for project libraries.

• 한국항해학회지
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• 제21권3호
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• pp.55-66
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• 1997

In this paper, applications of neural networks to vibration control of flexible single link robot manipulator are ocnsidered. The architecture of neural networks is a hidden layer, which is comprised of self-recurrent one. Tow neural networks are utilized in a control system ; one as an identifier is called neuro identifier and the othe ra s a controller is called neuro controller. The neural networks can be used to approximate any continuous function to any desired degree of accuracy and the weights are updated by dynamic error-backpropagation algorithm(DEA). To guarantee concegence and to get faster learning, an approach that uses adaptive learning rates is developed by introducing a Lyapunov function. When a flexible manipulator is ratated by a motor through the fixed end, transverse vibration may occur. The motor torque should be controlle dinsuch as way, that the motor is rotated by a specified angle. while simulataneously stabilizing vibration of the flexible manipulators so that it is arrested as soon as possible at the end of rotation. Accurate vibration control of lightweight manipulator during the large body motions, as well as the flexural vibrations. Therefore, dynamic models for a flexible single link manipulator is derived, and LQR controller and nerual networks controller are composed. The effectiveness of the proposed nerual networks control system is confirmed by experiments.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2011년도 학술발표회
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• pp.249-249
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• 2011

본 연구에서 AFDA(Approximate Full Distribution Approach)를 사용하여 하수관의 성능불능확률(Probability of capacity failure)을 정량적으로 산정할 수 있는 신뢰성 모형이 개발되었다. 전국 여러 도시의 연 최대강우강도(Yearly Maximum Rainfall Intensity)를 이용하여 그 확률분포함수를 규명하였고 우수관(Storm sewer)의 성능불능확률 산정을 위한 신뢰성모형에 적용하였다. 본 연구에서는 우수관의 성능불능확률을 산정하여 신뢰성 해석을 수행하였다. 먼저 적용도시의 강우자료를 면밀히 분석하고 연 최대강우강도의 통계적 특성을 분석하여 신뢰함수를 구축하였으며 우수관의 성능불능확률 산정을 위한 신뢰성 모형이 개발되었다. 그리고 우수관에 적체되는 토사의 깊이에 따라 우수관의 용량을 산정하였다. 재현기간별 강우강도를 사용하여 청주와 춘천의 원형우수관의 성능불능확률을 산정한 결과, 재현기간의 증가에 따란 성능불능확률을 급하게 상승하는 것을 알 수 있었다. 5년, 10년, 20년 재현기간에 따른 연 최대강우강도를 사용하여 청주와 춘천의 우수관의 성능불능확률을 산정하였다. 또한 토사의 적체에 따른 우수관 유효면적의 변화를 고려하여 두 도시의 우수관의 성능불능확률을 산정하였다. 원형 우수관의 성능불능확률을 산정한 결과, 토사의 적체에 따라 우수관의 용량은 감소하여 성능불능확률이 크게 증가하는 것을 확인 할 수 있었다. 따라서 우수관의 용량 감소를 막고 성능불능확률을 최소화하기 위해 우수관에 적체된 토사의 양을 예측할 수 있는 연구가 필요하며 적체된 토사와 콘크리트나 강관벽면이 복합된 우수관에 대한 조도계수를 보다 더 정확히 정량화 할 수 있는 연구가 수행되어야 할 것이다.

• 방송공학회논문지
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• 제2권1호
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• pp.65-73
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• 1997

본 논문에서는 대용량 지형 정보 데이터를 효과적으로 3차원 도시하기 위하여 wavelet 변환을 이용한 효과적이고 새로운 삼각형 메쉬 근사 기법과 압축 저장 기법을 제안한다. 제안된 방법은 wavelet 변환 계수의 공간-주파수 지역제한 특성을 이용하여 지형정보 데이터를 영역분할하고 각 영역에 대해 삼각형 메쉬를 생성하므로써 계산량이 적고 알고리즘이 간단하다는 장점이 있다. 또한 Embedded Zerotree Wavelet 부호화 기법을 도입하여 지형 정보데이터의 효과적인 저장, 관리는 물론 삼각형 메쉬 구성기법에 적용하였다. 제안된 지형정보 데이터의 3차원 고속도시기에는 데이터 압축, 저장 및 Level of Detail 구현에 이르는 모든 기법을 통합되었으며 모의실험을 통하여 높은 PSNR, 고속 수행, 간단한 구현 등의 장점들을 갖는 것이 확인되었다.

• 대한원격탐사학회:학술대회논문집
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• 대한원격탐사학회 2007년도 Proceedings of ISRS 2007
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• pp.587-590
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• 2007

The demand for more accurate and realistic 3D urban models has been increasing more and more. Many studies have been conducted to extract 3D features from remote sensing data such as satellite images, aerial photos, and airborne laser scanning data. In this paper a technique is presented to extract and reconstruct 3D buildings in urban areas using airborne laser scanning data. Firstly all points in a building were divided into some groups by height difference. From segmented laser scanning data of irregularly distributed points we generalized and regularized building boundaries which better approximate the real boundaries. Then the roof points which are subject to the same groups were classified using pre-defined models by least squares fitting. Finally all parameters of the roof surfaces were determined and 3D building models were constructed. Some buildings with complex shapes were selected to test our presented algorithms. The results showed that proposed approach has good potential for reconstructing complex buildings in detail using only airborne laser scanning data.

• 응용통계연구
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• 제26권3호
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• pp.549-568
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• 2013

보험상품의 보험료를 계산하거나 리스크 관리를 하는 과정에서 다중탈퇴율이 필요하지만 경험 자료의 부족으로 절대탈퇴율을 다중탈퇴율로 전환하여 많이 사용한다. 다중탈퇴율과 절대탈퇴율간의 전환에는 소수연령분포를 균등분포로 가정하거나 탈퇴력을 상수로 가정하여 전환하는 방법을 주로 사용한다. 하지만, 이러한 가정하에서는 전환 시 오차가 발생하므로 본 연구에서는 전환오차를 줄이기 위하여 소수연령분포를 삼차 스플라인 함수로 추정하여 전환하는 방법을 제안한다. 기존에 많이 사용하던 방법은 탈퇴력이 불연속적이라는 특징이 있었으나 새로이 제시하는 방법은 탈퇴력이 연속적이라는 측면에서 차이가 있다. 수치 예를 통하여 기존의 방법과 오차를 비교해 봄으로써 스플라인 추정법이 오차를 줄이는데 효과적임을 확인할 수 있다.

• 대한기계학회논문집B
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• 제26권1호
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• pp.45-54
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• 2002

The breakup phenomena of a vertical laminar jet issuing from capillary tubes in a quiescent ambient air are investigated using a forced vibration analysis of the surface wave. Using a linear approach to the transient jet velocity, an approximate solution fur the longitudinal motion of a vertical liquid jet is theoretically derived, thus performing an instability analysis by a vibration method. The damping term of this equation is nonlinear as it depends on dimensionless parameters, a Weber number, and an Ohnesorge number. The instability condition is determined based on whether the coefficient of the damping term is less than zero or not. Uniform drop formation is dependent on the vibration frequency fur the forced vibration case.