• Korean journal of communication and information
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• v.26
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• pp.291-326
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• 2004

This study explores the process within which whereas the majority of Korean people agree on the principle of the unification policy, the opinions about the concrete policy alternatives related to the principle do not converge. To account for this phenomenon, a.k.a. 'the principle-policy puzzle in public opinion', this study constructs and tests a covariance structural model with the explanatory variables such as political knowledge, political ideology, authoritarian personality, social distance, and the evaluation of the president. In addition, the interaction effects of the interpretive frames regarding the unification policy and political knowledge along with the main effects of socio-demographic variables are tested to explain the degree to which people show the gap between the agreements on the unification principle and policy alternatives. A sample of 600 Seoul people are recruited to provide the data for the analysis of structural equation modeling. Ie was found that the proposed model receives empirical supports from the data. In particular, political knowledge and authoritarian personality play key roles in accounting for the complex process of public opinion in the 'principle-policy puzzle'. The findings were discussed in terms of the representations of the Engagement policy in the mass media and the public perception of them.

• Journal of Korean Society of Steel Construction
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• v.23 no.5
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• pp.535-546
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• 2011

In this paper, semi-rigid elasto-plastic post-buckling analysis of a space frame was performed using various explicit arc-length methods. Various explicit arc-length methodsand a large-deformation and small-strain elasto-plastic 3D space frame element with semi-rigid connections and plastic hinges were developed. This element can be appliedto both explicit and implicit numerical algorithms. In this study, the Dynamic Relaxation method was adopted in the predictor and corrector processesto formulate an explicit arc-length algorithm. The developed "explicit-predictor" or "explicit-corrector" were used in the elasto-plastic post-buckling analysis. The Eulerian equations for a beam-column with finite rotation, which considers the bowing effects, were adopted for the elastic system and extended to theinelastic system with a plastic hinge concept. The derived tangent stiffness matrix was asymmetrical due to the finite rotation. The joint connection elements were introduced for semi-rigidity using a static condensation technique. Semi-rigid elasto-plastic post-buckling analyses were carried out to demonstrate the potential of the developed explicit arc-length method and advanced space frame element in terms of accuracy and efficiency.

• The Journal of Korean Philosophical History
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• no.28
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• pp.297-329
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• 2010

This article is a preliminary essay for comparative study on Lao Zi Note of Park Sae Dang who lived Lee Dynasty in 17C and Hayashi La Zan who lived Doku Kawa Bakuhu in 17C. This article have two points at issue. First one is the their challenge that resisted the dogma of their own age. And the other one is their challenge of thaught had the academic background of the Lao Zi Note. They had a their own Lao Zi Note, Park Sae Dang朴世堂 had a New Note of Lao Zi 新註道德經 and Hayashi La Zan 林羅山 had a Selection Note of Lao Zi 老子抄解. However there are some different points between Park Sae Dang and Hayashi La Zan. The Hayashi La Zan's comprehension of Lao Zi followed in Lao Zi Note of Lin Xi Yi 林希逸 who had a point of Confucian comprehension of Lao Zi, so the study of Taoism of Hayashi La Zan excepted Zhuang zi. Hayashi La Zan concentrated on only Confucian comprehension of Lao Zi because Lin Xi Yi's Note of Zhuang Zi had a point of Zen Buddhism. However Park Sae Dang's the study of Taoism has Lao Zi and Zhuang Zi. He understood Lao Zi and Zhuang Zi in a base on Confucian comprehension. He indicated Confucian moral principle 修身治人 for a equal point of between Confucianism and Taoism. And he understood Cheng Xin成心 in Qiwulun in Zhuang Zi is similar to Xing性 of Xing Shan性善 in Meng Zi. Park Sae Dang analyzed not simply Lao Zi but also Zhuang Zi in a base on Confucian comprehension.

• Journal of the Earthquake Engineering Society of Korea
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• v.1 no.1
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• pp.79-88
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• 1997

Very stiff floor system in a residential-commercial building causes some problems in the numerical analysis procedure due to significant difference in stiffness with adjacent elements. Static analysis of structure with a stiff transfer-floor can be performed approximately in two steps for upper and lower parts for the structure. However, it is impossible to perform dynamic analysis in two steps with separate models. An efficient method for dynamic analysis of a structure with a right floor system is proposd in this study. The matrix condensation technique is employed to reduce the degree of freedom for upper and lower parts of the structure and a beam elements with rigid bodies at both ends are introduce to model the rigid floor system. Efficiency and accuracy of the proposed method are verified through analysis of several example structures.

• Aerospace Engineering and Technology
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• v.13 no.1
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• pp.20-26
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• 2014

In this paper, yield stress, tangent modulus and failure strain were varied to ascertain the influence of impact response such as impact force histories and residual energy. And the buckling behavior of FML(Fiber Metal Laminates) were analyzed using numerical method. A number of analyses on FML and aluminum panel were conducted for shear and compression loading to compare the capability of stability. And to evaluate the static performance, static analysis has performed for box beam structure. Low-velocity impact analysis has performed on FML made of aluminum 2024 sheet and glass/epoxy prepreg layers. And the buckling and static performance of FML have been compared to aluminum using the analysis results. For the comparison of structural performance, similar analyses have been carried out on monolithic aluminum 2024 sheets of equivalent weight.

• Proceedings of the KIEE Conference
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• 2007.04c
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• pp.122-123
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• 2007

고전압 가스 차단기에서는 긴 스트로크 동안 가스반발력을 극복하고 빠르게 차단할 수 있는 액추에이터가 필요하다 기존에는 공압식, 유압식, 스프링 액추에이터와 같은 기계적인 장치가 사용되었다. 그러나 기존 액추에이터에서는 소음, 에너지 손실, 고가적의 단점이 있어, 근래에 들어 PMA, 모터와 같은 전기적 장치도 사용되고 있다. 전기 액추에이터는 간단한 구조로 되어 있어 기계적 손실을 줄일 수 있고 소음이 적은 장점이 있다. 전자석 조작기의 연구 필요성에 따라 새로운 형태의 전자석 조작기 Electro Magnetic Force driving Actuator(EMFA)가 개발되어 고전압 가스 차단기에 적합하다고 분석되었다. EMFA의 동특성을 얻기 위한 과도상태 해석에서는 2차원 유한요소법을 이용하여 얻은 전자기적 해석을 회로, 운동방정식과 연계하여 시간차분법을 사용하여 해석하였다. 하지만 2차원과 3차원의 전자기 해석은 차이를 보인다는 것을 확인하였고 정확한 전자기 해석을 위해 3차원 동특성 해석을 수행하여 실험결과와 비교하였다.

• Computational Structural Engineering
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• v.8 no.3
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• pp.91-102
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• 1995

For the wave propagation problems, the influence of time-dependent dynamic behavior must be accounted in the analysis. In this study, the dynamic analysis method which combines finite elements and boundary elements is developed for the wave propagation problem modelling the infinity of medium through 3-D boundary elements and underground structure through degenerated finite shell elements. Performing dynamic analysis of underground tunnels by the proposed coupling method of boundary and finite elements, it is found that the change of the stiffness of structures has a good effect on the response. It is also found that the consideration of the repeating effect due to moving traffic loads which is difficult with existing 2-D dynamic analysis can be possible with the 3-D analysis in time domain.

• Aerospace Engineering and Technology
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• v.5 no.2
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• pp.174-180
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• 2006

The present paper describes transient thermal and mechanical analyses of a lox/kerosene type turbopump in a LRE(Liquid Rocket Engine). Turbopumps are used to pressurize propellants to achieve higher specific impulse of LRE. The turbopump under development has been designed and verified by structural analyses using finite element methods. Some parts of the turbopump operate under cryogenic environments, while the others work under ambient and high temperature environments. Therefore, numerical analysis at a turbopump system level is essential. In this study, casing assemblies of lox pump and fuel pump were analyzed to determine strength test and air-tightness test conditions. Also, some operational stress and strains of fuel pump casings were measured and analyzed. Based on these results, stress concentration of fuel pump casings during the operation could be successfully predicted.

• Proceedings of the Korea Water Resources Association Conference
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• 2018.05a
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• pp.293-293
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• 2018

관망내 흐름의 수치 모델링은 도시 침수 분석, 하수도 관의 손상 탐지 또는 하수도 시스템 설계와 같은 넓은 분야에 적용되는 매우 중요한 문제 중 하나이다. 관망내 흐름상태는 자유수표면이 존재하는 개수로 흐름과 자유수표면이 관내에 존재하지 않는 관수로 흐름, 그리고 개수로 흐름과 관수로 흐름의 경계지점에 혼합흐름상태가 존재한다. 개수로 흐름과 관수로 흐름의 해석을 위해서는 일반적으로 다른 지배방정식의 적용이 필요하며 이는 관망내 흐름해석을 어렵게 만드는 원인 중 하나가 된다. 이러한 어려움을 극복하기 위해서 관망의 흐름해석에는 일반적으로 Preissmann slot 모델이 널리 사용되고 있다. 그러나 그럼에도 불구하고, Preissmann slot 모델의 수치해석 시 수치진동으로 인한 수치적 불안정이 발생하기 쉬우며, 특히 개수로 흐름에서 관수로 흐름으로 넘어가는 혼합흐름상태에서 이러한 수치진동이 쉽게 발생하는 것으로 알려져 있다. 이러한 수치진동은 수치적 불안정성을 유발할 뿐만 아니라, 해의 정확성을 크게 저하시킬 수 있다. 본 연구에서는 이러한 문제를 극복하기 위해 Preissmann slot 모델의 새로운 수치기법을 제안하였다. Approximate Reimann flux solver와 Centred flux solver를 결합하여 하이브리드 해석기법을 개발하였다. 수지진동 발생하기 쉬운 실험들의 모의를 통하여 수치기법의 성능을 검증하였다.

• Journal of the Korea Concrete Institute
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• v.17 no.6 s.90
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• pp.955-962
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• 2005

Still no accurate theory exists for predicting ultimate shear strength of deep reinforced concrete beams because of the structural and material non-linearity after cracking. Currently, the load capacity assesment is performed for the upper structure of the bridges and containing non-reliability in the applications and results. The purpose in this study is to evaluate analytically the complex shear behaviors and normal strength for the reinforced concrete deep beams and to offer the accuracy load capacity assesment method based on the reliability theories. This paper presents a method for the load capacity assesment of reinforcement concrete deep beams using nonlinear finite element analysis. A computer program named RCAHEST (Reinforced Concrete Analysis in Higher Evaluation System Technology), for the analysis of reinforced concrete structures was used. Material non-linearity is taken Into account by comprising tensile, compressive and shear models of cracked concrete and a model of reinforcing steel. From the results, determine the reliability index for the failure base on the Euro Code. Then, calculate additional reduction coefficient to satisfy the goals from the reliability analysis. The proposed numerical method for the load capacity assesment of reinforced concrete deep beams is verified by comparison with the others methods.