• Journal of Korean Association for Spatial Structures
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• v.7 no.4
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• pp.55-61
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• 2007

Recently, with the development of computer, FEM has became the most frequently used numerical analysis method. FEM shows great ability in structures analysis, however, Galerkin's Method is more useful in grasping influence or the tendency of parameter which forms the structure. This paper perform the eigenvalue analysis using Galerkin's Method which is advantageous in grasping the influence and the tendency of parameter which forms the structure and study on the influence of parameter that forms arch on natural frequency response.

• Spatial Information Research
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• v.20 no.1
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• pp.39-45
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• 2012

Response of buildings under seismic load is different according to fundamental period. It is provided in Korean Building Code(KBC2009) seismic response coefficient by fundamental period for seismic design of buildings. Recently, many researchers have studied on fundamental period and seismic response coefficient. However, studies on seismic design using Geographic Information System(GIS) are not sufficient. Therefore, this paper has analyzed on seismic response coefficient of buildings using ArcGIS. This paper can be evaluated efficiently for seismic analysis of structures. And this study will be used as basics of a reasonable seismic design using Geographic Information Systems(GIS).

• Journal of the Korea Academia-Industrial cooperation Society
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• v.22 no.6
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• pp.566-572
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• 2021

A methodology for the identification and coordinates estimation of air cavities under urban ground or sandy soil using its natural poles and natural resonant frequencies is presented. The potential of this methodology was analyzed. Simulation models of PEC (Perfect Electric Conductor)s with various shapes and dimensions were developed using an EM (Electromagnetic) simulator. The Cauchy method was applied to the obtained EM scattering response of various objects from EM simulation models. The natural poles of objects corresponding to its instinct characterization were then extracted. Thus, a library of poles can be generated using their natural poles. The generated library of poles provided the possibility of identifying a target by comparing them with the computed natural poles from a target. The simulation models were made assuming that there is an air cavity under urban ground or sandy soil. The response of the desired target was extracted from the electromagnetic wave scattering data from its simulation model. The coordinates of the target were estimated using the time delay of the impulse response (peak of the impulse response) in the time domain. The MP (Matrix Pencil) method was applied to extract the natural poles of a target. Finally, a 0.2-m-diameter spherical air cavity underground could be estimated by comparing both the pole library of the objects and the calculated natural poles and the natural resonant frequency of the target. The computed location (depth) of a target showed an accuracy of approximately 84 to 93%.

• The Korean Journal of Applied Statistics
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• v.24 no.2
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• pp.373-381
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• 2011

This paper discusses how to get the sums of squares due to treatment factors when Type I Analysis is used by projections for the analysis of data under the assumption of a two-way ANOVA model. The suggested method does not need to calculate the residual sums of squares for the calculation of sums of squares. There-fore, the calculation is easier and faster than classical ANOVA methods. It also discusses how eigenvectors and eigenvalues of the projection matrices can be used to get the calculation of sums of squares. An example is given to illustrate the calculation procedure by projections for unbalanced data.

• Magazine of korean Tunnelling and Underground Space Association
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• v.24 no.4
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• pp.26-34
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• 2022

• Transactions of the Korean Society of Mechanical Engineers A
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• v.35 no.10
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• pp.1211-1222
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• 2011

It is necessary to use prestressed modal analysis to calculate the modal frequencies and mode shapes of a prestressed structure such as a spinning blade, a preloaded structure, or a thermally deformed pipe, because the prestress effect sometimes causes significant changes in the frequencies and mode shapes. When the finite element model under consideration has a very large number of degrees of freedom, repeated prestressed modal analyses for investigating the prestress effects might become too computationally expensive to finish within a reasonable design-process time. To alleviate these computational difficulties, a Krylov subspace-based model order reduction, which reduces the number of degrees of freedom of the original finite element model and speeds up the necessary prestressed modal analysis with the reduced order models (ROMs), is presented. The numerical process for the moment-matching model reduction is performed directly on the full order models (FOMs) (modeled in ANSYS) by the Arnoldi process. To demonstrate the advantages of this approach for performing prestressed modal analysis, the prestressed wheel and the compressor impeller under their high-speed rotation are considered as examples.

• Journal of Korean Society of Steel Construction
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• v.10 no.3 s.36
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• pp.473-486
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• 1998

A numerically stable technique to remove the limitation in choosing a shift in the subspace iteration method with shift is presented. A major difficulty of the subspace iteration method with shift is that because of singularity problem, a shift close to an eigenvalue can not be used, resulting in slower convergence. This study solves the above singularity problem using side conditions without sacrifice of convergence. The method is always nonsingular even if a shift is an eigenvalue itself. This is one of the significant characteristics of the proposed method. The nonsingularity is proved analytically. The convergence of the proposed method is at least equal to that of the subspace iteration method with shift, and the operation counts of above two methods are almost the same when a large number of eigenpairs are required. To show the effectiveness of the proposed method, two numerical examples are considered.

• Korean Institute of Interior Design Journal
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• v.20 no.5
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• pp.87-95
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• 2011

최근의 현대 건축에서는 재료의 물성과 구축성이 두드러지는 프로젝트를 많이 발견할 수 있다. 이러한 경향의 배경에는 사양한 요인들이 있을 수 있다. 그 중에서도 공간성(性)에 대한 근본적이고 회귀가 중요한 바탕이라고 할 수 있다. 피터 줌터의 건축은 현란한 조형적 효과, 표현만을 위한 기술적 장식을 사용하지 않는다. 대신 그의 건축은 장소와의 관계, 문화적 context 상에서의 맥락, 그리고 공간의 근원적인 경험을 주요한 매체로 사용한다. 그리고 이러한 특수성은 대체적으로 빛과 재료의 고유한 적용으로 나타난다. 이는 장소와 문화의 특성을 관습적인 형태나 화려한 표현으로 재현하는 것이 아니라 '공간감'의 구현으로 구축하는 방식이다. 본 논문은 피터 줌터의 건축에 나타나는 빛과 재료의 구축 방식, 그리고 공간의 경험에 대하여 살펴본다. 그의 건축 구축 방식은 일견 간단해 보일 수도 있으나 실제로는 프로젝트마다 고유한 빛과 재료의 적용과 텍토닉(tectonic)이 내재되어 있다. 본 연구의 목적은 이러한 점들을 자세히 살펴보고 그러한 구축방식이 궁극적으로 어떻게 공간의 경험과 관계를 하는지 고찰하는 것에 있다. 구체적인 사례는 Bruder Klaus Chapel과 Kolumba Museum으로 한정된다. 프로그램은 다르지만 빛을 사용하여 관람자의 공간경험과 공간인지가 어떻게 형성되는지를 다루면서 결론 맺는다.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 2013.10a
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• pp.443-447
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• 2013

홍보관, 영상관, 야외공연장 등 체험하며 소통할 수 있는 해양문화공간으로 조성하여 지역의 체계적이고 독자적인 문화콘텐츠를 연구하며, 지역 특성에 맞는 스토리텔링을 개발하고 지역경제 활성화와 등대만의 고유한 해양문화 관광 콘텐츠를 개발하는 것을 목적으로 한다.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 2012.10a
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• pp.328-331
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• 2012

등대 시설을 홍보관, 전망대, 소공원 등을 갖춘 해양문화공간으로 조성하며 지역의 체계적이고 독자적인 문화콘텐츠를 연구하여 지역 특성에 맞는 스토리텔링을 개발하고 지역경제 활성화와 등대만의 고유한 해양문화 관광 콘텐츠를 개발하는 것을 목적으로 한다.