• 한국지진공학회논문집
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• 제3권4호
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• pp.33-46
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• 1999

캘리포니아의 강구조 모멘트프레임은 1994년 노스리지 지진시 6.8의 규모와 진앙지에서 근접한 지리적인 악조건에도 불구하고 붕괴나 인명피해 없이 잘 견뎌냈다. 그러나 이후 시행된 조사에서 경제적으로 지진시 안전하다고 믿어져 널리 쓰인 welded flange-bolted web(WFBW) 강접합부(moment connection)의 기둥과 용접의 경계면에서 취성 파괴가 다수 발견되었다. 이논문은 선형파괴역학과 노스리지진이후의 WFBW 강접합부 실험을 이용하여 WFBW 강접합부와 노스리지지진이후 기존 강접합부의 대안으로 추천되고 있는 reduced beam section (RBS) 강접합부의 취성 파괴강도를 결정하는 수치적인 방법을 제안하고 이를 이용하여 이들 강접합부의 취성 파괴모드를 추정하였다.

• 대한토목학회논문집
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• 제12권3호
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• pp.17-24
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• 1992

철근(鐵筋)콘크리트 슬래브교(橋) 설계시(設計時) 교각(橋脚)을 T형 및 ${\Pi}$형식으로 취하는 것보다 기둥만으로 슬래브를 직접 지지(支持)하도록 함으로써 유효공간(有效空間) 확보 뿐만 아니라 슬래브 자체(自體)의 내하력(耐荷力)을 이용함으로써 구조적(構造的)인 효율측면(效率側面)에도 유리하다. 그러나 기둥으로 지지된 슬래브교의 설계를 위한 휨모멘트계산은 아직 체계화(體系化)되어 있지 않은 상태이다. 중간지지점(中間支持點)의 종방향(縱方向) 최대휨모멘트를 유효폭개념(有效幅槪念)을 적용하여 가상지간(假像支間)을 이용한 단순보해석으로 간단히 구할 수 있는 방법(方法)에 대하여 연구하고 유효폭을 수식화(數式化)하였다. 주요변수(主要變數)는 지간(支間), 교폭(橋幅), 슬래브 두께 및 기둥단면(斷面)으로 하고 유한요소법(有限要素法)을 이용하여 단면력(斷面力)의 변화를 조사하였다.

• 한국수학교육학회지시리즈E:수학교육논문집
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• 제22권1호
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• pp.53-63
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• 2008

수학 영재교육에서 여러 학문영역의 지식을 종합하며, 이를 바탕으로 창의적으로 문제를 해결하는 능력과 경험을 가지는 것은 매우 중요하다. 본 연구에서는 물리학의 역학분야에서 연구되는 관성능률 개념을 수학적 문제해결의 도구로 활용하여 몇몇 등식들, 부등식들에 대한 새로운 증명방법을 제시하며, 관성능률을 이용한 문제해결 방법의 특징들을 고찰하였다.

• Journal of Astronomy and Space Sciences
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• 제36권3호
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• pp.181-186
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• 2019

The attitude information of spacecraft can be obtained by the sensors attached to it using a star tracker, three-axis magnetometer, three-axis gyroscope, and a global positioning signal receiver. By using these sensors, the spacecraft can be maneuvered by actuators that generate torques. In particular, electromagnetic-torque bars can be used for attitude control and as a momentum-canceling instrument. The spacecraft momentum can be created by the current through the electrical circuits and coils. Thus, the current around the electromagnetic-torque bars is a critical factor for precisely controlling the spacecraft. In connection with these concerns, a solar-cell array can be considered to prevent generation of a magnetic dipole moment because the solar-cell array can introduce a large amount of current through the electrical wires. The maximum value of a magnetic dipole moment that cannot affect precise control is $0.25A{\cdot}m^2$, which takes into account the current that flows through the reaction-wheel assembly and the magnetic-torque current. In this study, we designed a 300-W solar cell array and presented an optimal wire-routing method to minimize the magnetic dipole moment for space applications. We verified our proposed method by simulation.

• Steel and Composite Structures
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• 제38권5호
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• pp.547-562
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• 2021

This paper aims to explore the mechanical behavior and moment-rotation model of blind bolted joints between concrete-filled double skin steel tubular columns and steel-concrete composite beams. For this type of joint, the inner tube and sandwiched concrete were additionally identified as basic components compared with CFST blind bolted joint. A modified moment-rotation model for this type of connection was developed, of which the compatibility condition and mechanical equilibrium were employed to determine the internal forces of basic components and neutral axis. Following this, load transfer mechanism among the inner tube, sandwiched concrete and outer tube was discussed to assert the action area of the components. Subsequently, assembly processes of basic coefficients in terms of their stiffness and resistances based on the component method by simplifying them as assemblages of springs in series or in parallel. Finally, an experimental investigation on four substructure joints with CFDST columns for validation purposes was carried out to capture the connection details. The predicted results derived from the mechanical models coincided well with the experimental results. It is demonstrated that the proposed mechanical model is capable of evaluating the complete moment-rotation relationships of blind bolted CFDST column composite connections.

• 한국지반공학회논문집
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• 제23권10호
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• pp.85-96
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• 2007

쏘일 네일 공법은 기존의 지보공법에 비해 시공의 편리성과 경제성, 안정성이 우수하여 최근 현장에 적용되는 사례가 증가하고 있다. 하지만, 쏘일 네일 공법에 대한 공학적인 접근은 미흡하여 우리나라에서는 지금까지 체계적인 설계 공법이 확립되지 못한 실정이다. 기존의 쏘일 네일 공법 설계에는 네일에 작용하는 전단 저항 및 휨 저항을 고려하지 않았으나, 철근과 시멘트로 구성된 쏘일 네일은 전단 및 휨에 대한 저항을 가지고 있다. 따라서, 본 논문에서는 네일의 전단 및 휨 저항을 고려한 쏘일 네일 보강시 수치해석 프로그램인 $FLAC^{2D}$를 이용해 사면의 안정성을 분석하였다.

• 인터넷정보학회논문지
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• 제8권2호
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• pp.105-115
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• 2007

최근 들어 유비퀴터스 컴퓨팅에 대한 많은 연구들이 활발히 시작되고 있는데, 특히 모바일을 활용한 실시간 추천 모델에 대한 요구는 점차 커지고 있다. 본 연구에서는 기존 대용량 데이터베이스에서 실시간 추천을 위하여 Up-To-Moment 연관규칙 탐색 알고리즘이 있는데, 보다 더 정교하게 과거의 거래 세부정보까지 고려할 수 있도록 UP-To-Moment 데이터 셋의 과거 데이터 셋 부분을 (k-1)개로 분할-조합규칙을 적용하는 연관규칙 선호모델을 제안하였다. 제안된 모델은 전자상점 뿐만 아니라 유비퀴터스 컴퓨팅에 적용 가능한 레스토랑 음식 추천 데이터에 대하여, 전통적인 Up-To-Moment 연관규칙 탐색모델 $EM_{past'}$ 데이터 셋 크기값을 가중 조합한 $EM^w_{past'}$ 그리고 시간에 따른 지수평활법 분할-조합규칙을 적용한 $EM^{ES}_{past}$을 비교하여 보았다. 특히 $EM^{ES}_{past}$의 지수평활 상수 a 값의 변화에 따른 세 알고리즘의 연관규칙 계산에 대한 민감도도 비교함으로써, 실제 데이터 적용 시에 보수적 또는 진보적 실시간 추천의 선택이 가능하도록 하였다. 세 알고리즘의 비교 시뮬레이션 결과를 보면, 데이터 셋 크기 값을 가중 조합한 $EM^w_{past}$이 가장 효율이 떨어지는 것으로 나타났으며, 누적된 과거 데이터 셋의 크기가 클수록 $EM^{ES}_{past}$의 정확성이 높은 추천을 하는 것으로 나타났다.

• Steel and Composite Structures
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• 제29권6호
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• pp.717-734
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• 2018

This paper presents the flexural performance of steel beam-to-column joints composed of hollow structural section beams and columns. A finite element (FE) model was developed incorporating geometrical and material nonlinearities to evaluate the behaviour of joints subjected to bending moments. The numerical outcomes were validated with experimental results and compared with EN1993-1-8. The demountability of the structure was discussed based on the tested specimen. A parametric analysis was carried out to investigate the effects of steel yield strength, end-plate thickness, beam thickness, column wall thickness, bolt diameter, number of bolts and location. Consequently, an analytical model was derived based on the component method to predict the moment-rotation relationships for the sub-assemblies with extended end-plates. The accuracy of the proposed model was calibrated by the experimental and numerical results. It is found that the FE model is fairly reliable to predict the initial stiffness and moment capacity of the joints, while EN1993-1-8 overestimates the initial stiffness extensively. The beam-to-column joints are shown to be demountable and reusable with a moment up to 53% of the ultimate moment capacity. The end-plate thickness and column wall thickness have a significant influence on the joint behaviour, and the layout of double bolt-rows in tension is recommended for joints with extended end-plates. The derived analytical model is capable of predicting the moment-rotation relationship of the structure.

• Smart Structures and Systems
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• 제18권6호
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• pp.1233-1250
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• 2016

Cracks in plate-like structures are some of the main reasons for destruction of the entire structure. In this study, a novel two-stage methodology is proposed for damage detection of flexural plates using an optimized artificial neural network. In the first stage, location of damages in plates is investigated using curvature-moment and curvature-moment derivative concepts. After detecting the damaged areas, the equations for damage severity detection are solved via Bat Algorithm (BA). In the second stage, in order to efficiently reduce the computational cost of model updating during the optimization process of damage severity detection, multiple damage location assurance criterion index based on the frequency change vector of structures are evaluated using properly trained cascade feed-forward neural network (CFNN) as a surrogate model. In order to achieve the most generalized neural network as a surrogate model, its structure is optimized using binary version of BA. To validate this proposed solution method, two examples are presented. The results indicate that after determining the damage location based on curvature-moment derivative concept, the proposed solution method for damage severity detection leads to significant reduction of computational time compared with direct finite element method. Furthermore, integrating BA with the efficient approximation mechanism of finite element model, maintains the acceptable accuracy of damage severity detection.

• Steel and Composite Structures
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• 제20권3호
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• pp.469-486
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• 2016

Codes EN 1993 and EN 1994 require to take into account actual joint characteristics in the global analysis. In order to implement the semi-rigid connection effects in frame design, knowledge of joint rotation characteristics ($M-{\phi}$ relationship), or at least three basic joint properties, namely the moment resistance $M_R$, the rotational stiffness $S_j$ and rotation capacity, is required. To avoid expensive experimental tests many methods for predicting joint parameters were developed. The paper presents a comprehensive analytical model that has been developed for predicting the moment resistance $M_R$, initial stiffness $S_{j.ini}$ and rotation capacity of the minor axis, composite, semi-rigid joint. This model is based on so-called component method included in EN 1993 and EN 1994. Comparison with experimental test results shows that a quite good agreement was achieved. A computer program POWZ containing proposed procedure were created. Based on the numerical simulation made with the use of this program and applying regression analysis, simplified equations for main joint properties were also developed.