• 한국지반환경공학회 논문집
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• 제11권11호
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• pp.5-18
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• 2010

본 연구에서는 지간 15m 이하의 지중파형강판 박스구조물의 3차원 해석 시 적용 가능한 3차원 보강판 모델을 제안하고 검증하였다. 3차원 보강판 모델은 실제 파형강판의 단면계수와 종방향과 길이방향의 단면특성을 고려하여 지중강판 박스구조물을 모델링함으로써, 3차원 해석 시 모델링을 간편하게 하고 해석시간을 단축할 수 있는 유용한 해석 모델이다. 이 모델을 검증하기 위해 3단계의 시공과정(정점부까지의 뒷채움, 토피고까지의 뒷채움, 활하중재하)에 따른 거동분석으로부터 최대 변위와 최대모멘트를 유발하는 재하상태를 도출하였고, 제안된 단면을 통해 파형강판의 거동을 분석하였다. 분석 결과를 3차원 등가판 모델, 2차원 모델, 실제파형강판 구조물과 동일하게 모델링한 3차원 Corrugated 판 모델과 비교 검증하였다. 해석결과 2차원 모델과 3차원 등가판 모델은 활하중 조건에서 3차원 Corrugated 판 모델과 큰 차이를 나타내었으나, 3차원 보강판 모델은 모든 해석 결과에서 3차원 Corrugated 판 모델과 일치하는 결과를 나타내었다.

• International Journal of Naval Architecture and Ocean Engineering
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• 제9권6호
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• pp.705-719
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• 2017

Progressive Collapse Method (PCM) has been broadly applied to predict moment-carrying capacity of a hull girder, however accuracy of PCM has not been much studied. Accuracy of PCM is known to be dependent on how Load-Shortening and -Elongation (LSE) curve of a structural units are well predicted. This paper presents a new procedure to determine LSE datum based on box girder Finite Element Analyses (FEAs) instead of using finite element model of stiffened panels. To verify reliability of FEA results, the simple box girder collapse test results are compared with FEA results of same box girders. It reveals one frame-based box girder model is sufficiently accurate in terms of ultimate strengths of the box girders. After extracting LSE data from the box girders, PCM-based moment-carrying capacities are compared with those from FEAs of the box girders. PCM results are found to be equivalent to FEAs in terms of moment-carrying capacity if accurate LSE data are secured. The new procedure is applied to well-known 1/3 scaled frigate full section. Very excellent moment-carrying capacity of frigate hull section is obtained from PCM with LSE data from box girder FEAs.

• 한국소음진동공학회논문집
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• 제24권7호
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• pp.525-536
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• 2014

In this paper, GUI program for microspeaker system simulation program was developed and verified through closed box, vent box and 6th order bandpass enclosure system. By using the pseudo loudspeaker model concept, TS parameters and rear volume of microspeaker were identified. Their suitabilities were proved by comparing test results with simulations of electrical impedance and sound pressure response curves for the three box types; closed box, vent box and 6th order bandpass box. Also, MSSP was found to be effective regardless of the microspeaker's shape, either circular or rectangular shape. MSSP can be used for the microspeaker system simulation, and can give a general prediction of such as; sound pressure level curve, electrical impedance, diaphragm velocity and displacement curve according to multiple design parameters; diaphragm mass, compliance, force factor, front and rear volume, front and rear port's diameter and length.

• Steel and Composite Structures
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• 제47권3호
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• pp.375-382
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• 2023

The H-shaped steel beam is popular due to its ease of manufacturing and connection to the column. This profile, which is used as a shallow beam, needs the high weak-axis bending stiffness and torsional stiffness to meet the overall stability. Achieving the local beam flange stability, bearing capacity, bending stiffness, and torsional requirements need a great thickness and width of the beam flange, which causes, which will cause more uneconomical structural design. So, the box-section beam is the ideal alternative. However, the current design specifications do not have design rules for the bolt-and-welded connection of the box-section beam and box-section column. The paper proposes a novel bolt-and-welded connection of the box-section beams and box-section columns based on a high-rise structural design scheme. Three connection models, BASE, WBF, and RBS, are analyzed under cyclic loading in ABAQUS software. The failure modes, hysteresis response, bearing capacity, ductility, plastic rotation angle, energy dissipation, and stiffness degradation of all models are determined and compared. Compared with the other two models, the model WBF exhibited excellent seismic performance, ductility, and plastic rotation ability. Finally, model WBF was chosen as the connection scheme used in the project design.

• Communications for Statistical Applications and Methods
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• 제11권2호
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• pp.323-327
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• 2004

In this paper, we investigate the limiting distribution of the Ljung-Box test statistic in the unit root AR models with ARCH errors. We show that the limiting distribution is approximately chi-square distribution with the degrees of freedom only depending on the number of autocorrelation lags appearing in the test. Some simulation results are provided for illustration.

• Journal of the Korean Data and Information Science Society
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• 제18권4호
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• pp.995-1004
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• 2007

In this paper, we analyse online word-of-mouth and Korean box-office sales data based on kernel regression method. To do this, we consider the regression model with mixed-data and apply the least square cross-validation method proposed by Li and Racine (2004) to the model. We found the box-office sales can be explained by volume of online word-of-mouth and the characteristics of the movies.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 1995년도 가을 학술발표회 논문집
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• pp.35-42
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• 1995

One of the main objectives of this study is to propose a realistic limit state model for reliability-based safety assessment of precast segmental prestressed concrete box girder bridges, considering 1) combined effects of bending, shear and torsional forces, and 2) the difference between transverse reinforcments of box girder. A improved limit state model is derived from a modified interaction equation compared with the Bruno's equation. A Drectional sampling algorithm is used for reliability analysis of the proposed model.

• 경영과학
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• 제1권
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• pp.68-80
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• 1984

Box-Jenkins 시계열 분석법은 변수에 관한 정보가 부족하거나 너무 많은 변수가 영향을 미치고 있는 경우에도 과학적인 예측치를 구할 수 있는 단기예측 방법이다. Box-Jenkins 모형은 자동회귀 모형(Autoregressive Model), 이동평균 모형 (Moving average Model), 계절적 시계열 모형을 통합한 일반적인 모형이기 때문에 특별한 불안정성을 보이지 않는 경우에는 모두 모형화 할 수 있으며, 모형에 관계된 계수의 수를 최소화 하면서 만족스러운 모형을 찾을 수 있다. Box-Jenkins예측방법은 모형선정, 매개변수추정, 적합성 검정의 3단계를 반복으로 수행함으로써 최적모형에 이르게 하게 하고 있기 때문에 최소의 가능한 모형으로부터 시작하여 부적당한 부분을 제거시켜 나감으로써 시행착오의 과정을 최소화 할 수 있다. 일반 사용자가 Box-Jenkins 시계열 분석법을 쉽게 사용할 수 있도록 Box-Jenkins Package가 개발되었으며 여기서는 KAIST 전산 개발 센터에 설치된 Package를 소개하고 그 사용예를 보였다.

• 응용통계연구
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• 제21권2호
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• pp.327-340
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• 2008

본 연구에서는 오차항이 AR(1)을 따르는 회귀모형에서 올바른 추론을 도출하고자 모형식별의 문제를 다루었다. 이를 위해 Box-Cox 변환된 회귀모형을 고려하여 (i) Box-Cox 변환모형과 AR(1) 오차에 대한 동시 검정, (ii) AR(1) 오차가 존재하는 모형에서의 Box-Cox 변환모형에 대한 검정 그리고 (iii) 모형이 Box-Cox 변환되어 있을 때 오차가 AR(1) 과정을 따르는지에 대한 LM 검정통계량을 유도하였다. 특히 LM 검정방법에서 여러개의 모수가 비선형관계를 형성하고있어 정보행렬의 추정은 계산상 매우 어렵다. 따라서 정보행렬의 원소에 대한 기대값을 구함에 있어 Taylor전개를 이용하여 정보행렬을 구하고 이에 기반을 둔 LM 검정통계량($LM_E$)를 제안하고 모의실험결과 $LM_E$가 기존의 헤시안행렬에 기반을 둔 LM 검정통계량($LM_H$)에 비하여 유의수준을 잘 유지하고 있는 것으로 나타났다.

• 한국대기환경학회지
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• 제21권3호
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• pp.377-397
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• 2005

A new box model is proposed to describe the dynamic trend of the spatially averaged concentrations of pollutants over a large urban area such as metropolitan Seoul. Being averaged temporally and spatially over a thresh-hold scales, the dynamics of the pollutant concentration becomes simple enough that the governing equation can be expressed in an explicit algebraic form as a function of several meteorological factors and the pollutant emission rate. The single most important meteorological factor is the wind speed dominating the daily variations of the pollutant concentrations. Given the meteorological data from the surface station in the metropolitan Seoul, the model concentration shows excellent agreement with observations from January 1, 1990 to December 31, 2000: the modeling uncertainty, for example, of $NO_2$ concentrations, defined as mean differences between the model concentrations and observations is $16\%$ of the model concentrations. Even for $PM_{10}$ of which secondary sources are considered to be very important and simple box model is irrelevant to, the model performance turns out good, modeling uncertainty being about $32\%$.