• 복식
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• 제66권7호
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• pp.154-170
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• 2016

The female leadership styles in the 21st century have been established as a major axis. Especially, the fashion of female politicians being exposed to the public during political activities has become a main element of a measure displaying visually female leadership styles in the 21st century and image making as well. Consequently, this study conducted qualitative research through the interview method to figure out regular voters' thoughts in depth about images being required for female political leaders and the fashion maximizing those images, and drew the detailed design elements. Suggesting the clothes design reflecting those elements for female political leaders by 3D virtual clothing works emerging as a new market creating profits related to fashion. The images which female political leaders have to have and were extracted through the interviews in this study, showed as feminine, strong leader, honest, and intelligent images, and also it was shown that female political leaders displaying proper images depending on the circumstances and using those images in politics rather than sticking to a fashion identity were favored by interviewees. The present study intends to contribute to being used as basic data of various research and fashion items of virtual reality and establishment of successful fashion strategy for female political leaders.

• 대한전자공학회논문지
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• 제26권4호
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• pp.81-87
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• 1989

본 논문에서는 유한체 GF($2^m$) 상에서 두 원소들의 승산을 실현하는 셀배열승산기를 제시한다. 이 승산기는 승산연산부, mod연산부, 원시기약 다항식연산부로 구성한다. 승산연산부는 AND와 XOR게이트로 설계한 기본셀의 배열을 이루며, mod연산부 역시 AND와 XOR게이트에 의한 기본셀을 배열하여 구성하였다. 원시 기약다항식 연산부는 XOR게이트들, D플립플롭 회로들과 한개의, NOT게이트를 사용하여 구성하였다. 본 논문에서 제시한 승산기는 회선경로선택의 규칙성, 간단성, 배열의 모듈성과 병발성의 특징을 가지며 특히 차수 m이 증가하는 유한체의 두 원소들의 승산에서 확장성을 가지므로 VLSI 실현에 적합하다.

• Steel and Composite Structures
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• 제49권6호
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• pp.667-684
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• 2023

In the context of finite element method, a computational simulation is presented to study and analyze the dynamic behavior of regularly perforated functionally graded rotating beam for the first time. To investigate the effect of perforation configurations, both regular circular and squared perforation patterns are studied. To explore impacts of graded material distributions, both axial and transverse gradation profiles are considered. The material characteristics of graded materials are assumed to be smoothly and continuously varied through the axial or the thickness direction according the nonlinear power gradation law. A computational finite elements procedure is presented. The accuracy of the numerical procedure is verified and compared. Resonant frequencies, axial displacements as well as internal stress distributions throughout the perforated graded rotating cantilever beam are studied. Effects of material distributions, perforation patterns, as well as the rotating beam speed are investigated. Obtained results proved that the graded material distribution has remarkable effects on the dynamic performance. Additionally, circular perforation pattern produces more softening effect compared with squared perforation configuration thus larger values of axial displacements and maximum principal stresses are detected. Moreover, squared perforation provides smaller values of nondimensional frequency parameters at most of vibration modes compared with circular pattern.

• 한국주거학회논문집
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• 제21권3호
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• pp.95-104
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• 2010

The purpose of this study was to found that the important design reform points for improvement of the public open space quality. For this purpose, surveyed the users of the public open space and the experts working for the public open space planning for the design elements of the public open spaces in terms of importance and satisfaction. The scope of the study was limited to Mapo-gu, Seoul and the buildings constructed since 1992 were sampled. the data collected were subject to Importance-Performance Analysis. As a result, 'waste boxes, vending machines and other amenities', 'characteristic floor and pedestrian environment', 'designs and their layout in harmony with the surrounding and landscape facilities', 'facilities checking and patrol for safety' and 'entire area of the public open space'. Based on the above findings, the following reform measures are put forwards for improvement of the public open space quality; First, the public open spaces should be equipped with sufficient amenities. Second, it is necessary to check the facilities regularly, while enhancing the safety through patrols. Third, it is essential to reflect user's needs in public open space planning, while applying the important design elements to the public facilities. Fourth, in order to create a comfortable pedestrian environment within the public open space, it is deemed necessary to divide the space into the passages for passers-by and the recesses for uses. Fifth, it is necessary to amend the Building Code to the effects that the radio of the landscaped area to the entire area can be readjusted together with the night lighting facilities. Sixth, it is desirable to give the weights to the important design elements for the public open spaces, so that the quality public open spaces can benefit from the incentives. In addition, regular maintenance and management should be ensured by policies.

• Structural Engineering and Mechanics
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• 제37권2호
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• pp.233-251
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• 2011

The seismic provisions of the current edition (2005) of the National Building Code of Canada (NBCC) differ significantly from the earlier edition. The current seismic provisions are based on the uniform hazard spectra corresponding to 2% probability of exceedance in 50 years, as opposed to the seismic hazard level with 10% probablity of exeedance in 50 years used in the earlier edition. Moreover, the current code is presented in an objective-based format where the design is performed based on an acceptable solution. In the light of these changes, an assessment of the expected performance of the buildings designed according to the requirements of the current edition of NBCC would be very useful. In this paper, the seismic performance of a set of six, twelve, and eighteen story buildings of regular geometry and with concrete moment resisting frames, designed for Vancouver western Canada, has been evaluated. Although the effects of non-structural elements are not considered in the design, the non-structural elements connected to the lateral load resisting systems affect the seismic performance of a building. To simulate the non-structural elements, infill panels are included in some frame models. Spectrum compatible artificial ground motion records and scaled actual accelerograms have been used for evaluating the dynamic response. The performance has been evaluated for each building under various levels of seismic hazard with different probabilities of exceedance. From the study it has been observed that, although all the buildings achieved the life-safety performance as assumed in the design provisions of the building code, their performance characteristics are found to be non-uniform.

• 한국통신학회논문지
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• 제24권9B호
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• pp.1631-1642
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• 1999

본 논문에서는 새로운 고장 감내 ATM 스위치와 그 스위치 페브릭 내부에서 고장 감내를 위해서 사용하는 새로운 적응 자기 경로 제어기법을 제안한다. 이 스위치 페브릭은 동일한 단계(Stage)에 있는 스위칭 요소들(Switching Elements: SE)에 링크들을 추가하여 구성하고, 라우팅 알고리즘으로 베니안(Banyan) 네트웍의 자기 경로제어 기법을 확장하여 사용한다. 이렇게 구성된 스위치는 기존의 대부분의 스위치보다 입력단과 출력단 사이에 더 많은 다중 경로(Path)들을 제공할 수 있다. 본 경로 제어 기법은 베니안 네트웍처럼 간단하며, 이는 패킷을 동일한 목적으로 보내는 스위칭 요소들간의 위상적 관계들에 기반을 두고 있다. 이 베니안 네트웍의 위상적 특성들은 본 논문에서는 대수적으로 알고리즘의 정당성을 증명하였으며, 분석적 신뢰성 분석을 통해서 다른 스위치들과 정량적인 비교를 제공하였다. 이는 새로운 스위치 페브릭이 신뢰성 측면에서 베니안 네트웍이나 다른 네트웍보다 비용 대 효과비가 우수함을 보이고 있다.

• 대한전자공학회논문지
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• 제25권5호
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• pp.528-535
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• 1988

This paper presents a constructing theory of variable arithmetic operation systems for computing multiplications and multiplicative inverse in GF(2**m) based on a modulo operation of degree on elements in Galois fields. The proposed multiplier is composed of a zero element control part, input element conversion part, inversion circuit, and output element conversion part. These systems can reduce reasonable circuit areas due to the common use of input/output element converison parts, and the PLA and module structure provice a variable property capable of convertible uses as arithmetic operation systems over different finite fields. This type of designs gives simple, regular, expandable, and concurrent properties suitable for VLSI implementation. Expecially, the multiplicative inverse circuit proposed here is expected to offer a characteristics of the high operation speed than conventional method.

• East Asian mathematical journal
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• 제36권5호
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• pp.583-591
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• 2020

In [8, 9] they introduced a new finite element method for accurate numerical solutions of Poisson equations with corner singularities. They consider the Poisson equations with corner singularities, compute the finite element solutions using standard Finite Element Methods and use the extraction formula to compute the stress intensity factor(s), then they posed new PDE with a regular solution by imposing the nonhomogeneous boundary condition using the computed stress intensity factor(s), which converges with optimal speed. From the solution they could get an accurate solution just by adding the singular part. The error analysis was given in [5]. In their approaches, the singular functions and the extraction formula which give the stress intensity factor are the basic elements. In this paper we consider the biharmonic problems with the cramped and/or simply supported boundary conditions and get the singular functions and its duals and find properties of them, which are the cornerstones of the approaches of [8, 9, 10].

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1993년도 봄 학술발표회 논문집
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• pp.154-159
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• 1993

To develop the detailing methods at the ends of flexural shear walls. which are satisfying the ductility requirement corresponding to R = 3.5 and capable of improving the consturctibility, tests of ten isolated cantilever shear walls were carried out under the load condition comprising the cyclic lateral and constant vertical loads. major test parameters include the way of detailing and arrangement of transverse reinforcement in the boundary elements at the ends of walls, and placement of vertical reinforcement. From tests, comparable ductile behavior in test specimens incorporating the channel type of open hoops, compared with those incorporating the regular type of closed hoops, was observed.

• 한국복합재료학회:학술대회논문집
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• 한국복합재료학회 2002년도 춘계학술발표대회 논문집
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• pp.81-84
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• 2002

An approach for predicting the effective thermal conductivities of fiber-reinforce composite has been developed based on a thermal-electrical analogy. The unit cell of the composite laminate is divided into regular volume elements and the material properties have been given to each element. By constructing the series-parallel thermal resistance network, the thermal conductivities of composite both in-plane and out-of-plane direction have been predicted. Graphite/Epoxy composite is used for a balanced plain-weave composite laminate. By comparing the predicted results and the previous works, good agreement has been found.