• 한국강구조학회 논문집
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• 제17권4호통권77호
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• pp.469-479
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• 2005

강구조 비가새 골조의 접합부로서 반강접합부를 적용하게 되면 접합부의 비선형적인 모멘트-회전각 관계는 강구조 비가새 골조의 거동($P-\Delta$ 효과) 및 안정성에 영향을 미치게 된다. 따라서 본 연구에서는 이러한 접합부 비선형 거동이 골조의 거동 및 안정성에 미치는 영향을 2차 비탄성 해석을 통하여 고찰하고, 안정성에 영향을 미치는 주요 인자 및 그 경향들을 분석하였다. 연구 결과 접합부의 비선형 거동은 골조의 안정성에 직접적인 영향을 미치는 것으로 나타났으며 주요 영향인자는 접합부의 회전강성, 반강접합부의 적용 위치 등으로 나타났다.

• Journal of Power Electronics
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• 제17권4호
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• pp.1058-1070
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• 2017

This paper proposes a novel active damping scheme to suppress LCL-filter resonance with only grid-current feedback control in grid-connected voltage-source converters. The idea comes from the concept of the model reference adaptive control (MRAC). A detailed theoretical derivation is given, and the effectiveness of this method is explained based on its physical nature. According to the control structure of this method, the active damping compensator, which is essentially a second order resonant integrator (SORI) filter, provides an effective solution to damp LCL resonance and to eliminate the need for additional sensors. Compared with extra feedback methods, the cost and complexity are reduced. A straightforward tuning procedure for the active damping method has been presented. A stability analysis is illustrated in the discrete domain while considering a one-step delay. Finally, experimental results are presented to validate the analysis and to demonstrate the good performance of the proposed method.

• Structural Engineering and Mechanics
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• 제83권3호
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• pp.363-375
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• 2022

Flexural capacity prediction is a challenging problem for externally prestressed concrete beams (EPCBs) due to the unbonded phenomenon between the concrete beam and external tendons. Many prediction equations have been provided in previous research but typically ignored the differences in deformation mode between internal and external unbonded tendons. The availability of these equations for EPCBs is controversial due to the inconsistent deformation modes and ignored second-order effects. In this study, the deformation characteristics and collapse mechanism of EPCB are carefully considered, and the ultimate deflected shape curves are derived based on the simplified curvature distribution. With the compatible relation between external tendons and the concrete beam, the equations of tendon elongation and eccentricity loss at ultimate states are derived, and the geometric interpretation is clearly presented. Combined with the sectional equilibrium equations, a rational and simplified flexural capacity prediction method for EPCBs is proposed. The key parameter, plastic hinge length, is emphatically discussed and determined by the sensitivity analysis of 324 FE analysis results. With 94 collected laboratory-tested results, the effectiveness of the proposed method is confirmed, and comparisons with the previous formulas are made. The results show the better prediction accuracy of the proposed method for both stress increments and flexural capacity of EPCBs and the main reasons are discussed.

• 한국수자원학회논문집
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• 제31권2호
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• pp.145-153
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• 1998

이 논문에서는 Washita '92 자료를 이용하여 토양수분의 1차원 및 2차원 통계특성을 추출하였다. 아울러, 토양수분과 토양, 밝기온도(brightness temperature), 식생지수 사이의 상관관계가 어떤지를 선형회귀분석에 근거하여 조사해 보았으며 결과로서 토양수분은 밝기온도와 유의할만한 상관성이 있는 것으로 나타났다. 토양수분의 시간에 대한 감쇠(decay)계수를 각각의 토양군별로 추정하였고, 역으로 이 값을 이용하여 관측전 마지막 강우의 시점을 추정해 본 결과 관측기록과 유사한 20일 정도로 나타났다. 토양수분의 2차원 통계특성 분석은 2차원 상관도와 스페트럼을 도출하고 분석함으로서 수행하였으며 토양과 식생지수에 대한 2차원 분석결과와 비교하였다. 이러한 분석 결과로 토양수분은 공간적으로 매우 높은 상관성을 갖는 토양과 상대적으로 낮은 사오간성을 보이는 식생의 중간적인 2차원 통계특성을 나타냄을 알 수 있었다. 즉, 지형이 완만하여 지형적인 영향이 상대적으로 적다고 알려진 Washita 지역의 경우 공간적으로 높은 상관성을 보이는 토양의 공극에 존재하는 토양수분은 상대적으로 낮은 상관성을 보이는 식생에 의해 교란되고 있음을 파악할 수 있었다. 선형저수지의 개념과 공간적인 확산을 고려한 동역학적 토양수분 모형의 유도과정을 보였고 모형의 매개변수가 토양수분의 1차원 및 2차원 통계특성으로부터 효과적으로 추정될 수 있음을 보였다.

• JSTS:Journal of Semiconductor Technology and Science
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• 제4권4호
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• pp.293-299
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• 2004

An active RC 2nd order Butterworth filter suitable for a baseband channel-selection filter of a direct conversion receiver is presented. The linearity of the 2nd order Butterworth filter is analyzed. In order to improve the linearity of the filter, the operational amplifiers should have a high linear gain and low 3rd harmonic, and the filter should be designed to have large feedback factor. This second order Butterworth filter achieves-14dBV in-channel (400kHz, 500kHz) IIP3, +29dBV out-channel (10MHz, 20.2MHz) IIP3 and 15.6 $nV/\sqrt{Hz}$ input-referred noise and dissipates 10.8mW from a 2.7-V supply. The analysis and experimental results are in good agreement

• Advances in aircraft and spacecraft science
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• 제1권3호
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• pp.291-310
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• 2014

An advanced model for the linear flutter analysis is introduced in this paper. Higher-order beam structural models are developed by using the Carrera Unified Formulation, which allows for the straightforward implementation of arbitrarily rich displacement fields without the need of a-priori kinematic assumptions. The strong form of the principle of virtual displacements is used to obtain the equations of motion and the natural boundary conditions for beams in free vibration. An exact dynamic stiffness matrix is then developed by relating the amplitudes of harmonically varying loads to those of the responses. The resulting dynamic stiffness matrix is used with particular reference to the Wittrick-Williams algorithm to carry out free vibration analyses. According to the doublet lattice method, the natural mode shapes are subsequently used as generalized motions for the generation of the unsteady aerodynamic generalized forces. Finally, the g-method is used to conduct flutter analyses of both isotropic and laminated composite lifting surfaces. The obtained results perfectly match those from 1D and 2D finite elements and those from experimental analyses. It can be stated that refined beam models are compulsory to deal with the flutter analysis of wing models whereas classical and lower-order models (up to the second-order) are not able to detect those flutter conditions that are characterized by bending-torsion couplings.

• 한국조경학회지
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• 제34권4호
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• pp.18-36
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• 2006

The purpose of this research was to establish a green-networks from the perfective of landscape ecology in order to improve the function of urban green spaces. The study site was Dalsu-Gu in Daegu City. This research consisted of three phases. In the first phase, field surveys were carried out in order to understand existing distribution pattern of green spaces in the study site. 533 green spaces surveyed in the first phase were classified into 7 patterns and 24 types. The total area of the green spaces in Dalsu-gu was 3,329ha. Specifically the area of the 'urban nature parks' type was 57.49% of the total area of green spaces in Dalsu-gu, and it was expected that 'urban nature parks' type can play important roles in the green-networks in Dalsu-gu. Two analysis with green spaces in 9 types including 'urban nature parks', 'rivers' and 'neighborhood parks' were performed to establish a basic network frame of the green-networks. In the second phase, 'mutual connectivity analysis' and 'mutual matrix analysis' were performed to select core green spaces of a green-networks using 'areas of each green space and a distance between each space' and 'a rate of green spaces and a rate of water permeable pavement'. The results of the second phase indicated that, in mutual connectivity analysis, large green spaces apart from each other were evaluated as having higher mutual connectivity than small green spaces near to each other. In mutual matrix analysis, the green spaces with higher mutual connectivity and the small green spaces near to each other were evaluated as having better mutual matrix. In the last phase, we structured a basic frame of the green-networks in Dalsu-Gu. The results suggested that the basic frame of the green-networks in Dalsu-Gu was composed on four green-network axes and its shape mirrored a cruciform(+) of northwest${\longleftrightarrow}$southeast directions and southwest${\longleftrightarrow}$northeast directions, The Duryu neighborhood park is at the central point of this green-networks.

• 한국심리학회지 : 문화 및 사회문제
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• 제29권4호
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• pp.637-655
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• 2023

미국에서 시작된 공동체심리학은 지난 50여년 동안 미국을 비롯한 다른 나라에서 많은 발전을 이루었지만, 아직까지 한국에서는 낯선 학문 분야이다. 본 논문은 공동체심리학의 기본 개념을 중심으로 공동체심리학에 대한 이해를 높이며 공동체심리학의 중요성과 실용성을 피력하고자 하는 목적을 가지고 있다. 본 논문에서는 공동체심리학의 기본 개념 중 관점의 전환, 1차변화와 2차변화, 생태학적 관점과 분석 수준, 그리고 실천행동에 관한 내용을 소개함으로써 공동체심리학에 대한 이해를 돕고자 하였다. 더불어 이러한 기본 개념이 한국사회에서 어떻게 활용되고 어떤 방향을 제시할 수 있을지를 고민해 보았다. 궁극적으로 공동체심리학에 대한 대중적 인식을 도모하고, 이를 통해 심리학이 활용될 수 있는 영역을 넓히며, 현 한국사회의 문제를 해결하는데 이 분야가 긍정적인 기여를 할 수 있기를 기대한다.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 1995년도 봄 학술발표회 논문집
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• pp.17-27
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• 1995

For the post-buckling and elasto-plastic analysis of shell structures, the total Lagrangian formulation is presented based upon the degenerated shell element. Geometrically correct formulation is developed by updating the direction of normal vectors in the iteration process and evaluating the total Green-Lagrange stain corresponding U total displacements. In the calculation of the stiffness matrix, the element formulation takes into account the effect of finite rotation increments by retaining second order rotation terms in the incremental displacement field. The selective or reduced integration scheme using the heterosis element is applied in order to overcome both shear locking phenomena and the zero energy mode. The load/displacement incremental scheme is adopted for geometric non-linear F .E. analysis. Based on such methodology, the computer program is developed and numerical examples to demonstrate the accuracy and the effectiveness of the proposed shell element are presented and compared with references's results.

• Structural Engineering and Mechanics
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• 제23권6호
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• pp.599-613
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• 2006

A method for the dynamical analysis of FE discretized uncertain linear and nonlinear structures is presented. This method is based on the moment equation approach, for which the differential equations governing the response first and second-order statistical moments must be solved. It is shown that they require the cross-moments between the response and the random variables characterizing the structural uncertainties, whose governing equations determine an infinite hierarchy. As a consequence, a closure scheme must be applied even if the structure is linear. In this sense the proposed approach is approximated even for the linear system. For nonlinear systems the closure schemes are also necessary in order to treat the nonlinearities. The complete set of equations obtained by this procedure is shown to be linear if the structure is linear. The application of this procedure to some simple examples has shown its high level of accuracy, if compared with other classical approaches, such as the perturbation method, even for low levels of closures.