• Structural Engineering and Mechanics
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• 제73권2호
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• pp.153-165
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• 2020

The effect of soil foundation plays active role in optimum design of steel space frames when included. However, its influence on design can be calculated after a long iterative procedure. So it requires longer computer time and more computational effort if it is done properly. The main purpose of this study is to investigate how these effects can be calculated in more practical way in a shorter time. The effects of semi-rigid column bases are taken into account in optimum design of steel space frames. This study is carried out by using JAYA algorithm which is a novel and practical method based on a single revision equation. The displacement, stress and geometric size constraints are considered in the optimum design. A computer program is coded in MATLAB to achieve corporation with SAP2000-OAPI (Open Application Programming Interface) for optimum solutions. Four different steel space frames including soil structure interaction taken from literature are investigated according to different semi-rigidly supported models depending on different rotational stiffness values. And the results obtained from analyses are compared with the results available in reference studies. The results of the study show that semi-rigidly supported systems in the range of appropriate rotational stiffness values offer practical solutions in a very short time. And close agreement is obtained with the studies on optimum design of steel space frames including soil effect underneath.

• 한국실내디자인학회논문집
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• 제16권3호
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• pp.119-129
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• 2007

This study illustrates a prototype proposal and its evaluation for the development of floor plans in the condominium housing remodeling. For this I evaluated the survey of the residents of the 'K' town in Joonge-dong, Nowon-gu, Seoul, against the proposal which was developed based on the resident's pre-survey. The result includes that the residents' preference for community actions such as the removal of fences which are reviewed as negative, whereas the introduction of a fitness center and community facilities in the library are reviewed as positive. The residents preferred the open space by the piloti structure, although which is the wall column structure, where they anticipated a rest area, sports facilities, and bicycle drop-off spots. The sidewall proposal in the main building and the full use of the roof floor were underestimated in terms of design concept. The research also illustrated the residents' desired space planning options, those tending to use of space 'B type', personalization 'C type' and spatial size 'A type'. Residents responded positively to the introduction of the 'Alpha' space in which two households share one space that could be used for multiple purposes such as a rest area, an environment-friendly garden, and hobby room, etc, and also there is another possibility it plays an important role to the sociality in community.

• Structural Engineering and Mechanics
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• 제70권2호
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• pp.221-231
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• 2019

This paper performs for the first time a simultaneous optimization for members sections along with semi-rigid beam-to-column connections for space steel frames with fixed, semi-rigid, and hinged bases using a biogeography-based optimization algorithm (BBO) and a genetic algorithm (GA). Furthermore, a member's sections optimization for a fully fixed space frame is carried out. A real and accurate simulation of semi-rigid connection behavior is considered in this study, where the semi-rigid base connections are simulated using Kanvinde and Grilli (2012) nonlinear model, which considers deformations in different base connection components under the applied loads, while beam-to-column connections are modeled using the familiar Frye and Morris (1975) nonlinear polynomial model. Moreover, the $P-{\Delta}$ effect and geometric nonlinearity are considered. AISC-LRFD (2016) specification constraints of the stress and displacement are considered as well as section size fitting constraints. The optimization is applied to two benchmark space frame examples to inspect the effect of semi-rigidity on frame weight and drift using BBO and GA algorithms.

• 예술인문사회 융합 멀티미디어 논문지
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• 제9권1호
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• pp.179-187
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• 2019

소형 컴퓨팅 기기의 최근 발달과 더불어, 사물인터넷 기반 센서 네트워크가 광범위로 확산되고 있으며, 이제는 저렴한 비용으로 센서 연산 기능과 통신 기능을 사용가능하게 되었다. 센서 데이터 관리는 사물 인터넷 환경에서 주요한 요소이다. 센싱 장비로부터 발생되고 전파되는 엄청난 분량의 자료는 많은 유효 정보를 제공하고 사업추진을 위한 다음세대의 빅데이터로 생각되고 있다. 최신 컬럼 기반 압축 기법이 높은 공간 효율 때문에 대용량 서버에 장착되고 있다. 센서는 좁은 대역폭과 오류가 많은 무선 채널을 사용하므로, 센서 기반 저장 시스템은 불안정한 데이터 서비스에 노출되어 있다. 본 연구에서는 사물 인터넷 센서망에 대한 분석을 간략하게 서술하며, 사물 인터넷을 위한 신규 스토리지 관리 방법을 제안한다. 제안한 관리 방법은 레이드 스토리지 모형을 근거로 하고, I/O 성능의 감쇄 없이 공간 효율성을 높이기 위하여 컬럼 기반 분리 및 압축법을 활용한다. 컴퓨터 모의 성능 실험을 통하여 본 제안 저장 기법이 기존 Raid 제어 기법보다 우수하다는 결론을 얻었다.

• 한국실내디자인학회논문집
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• 제12호
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• pp.3-9
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• 1997

• 대한수학회보
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• 제54권4호
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• pp.1421-1441
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• 2017

We compute explicitly the matrix represented by the Toeplitz operator on the Hardy space over a smoothly finitely connected bounded domain in the plane with respect to special orthonormal bases consisting of the classical kernel functions for the space of square integrable functions and for the Hardy space. The Fourier coefficients of the symbol of the Toeplitz operator are obtained from zeroth row vectors and zeroth column vectors of the matrix. And we also find some condition for the product of two Toeplitz operators to be a Toeplitz operator in terms of matrices.

• Journal of Astronomy and Space Sciences
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• 제30권2호
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• pp.87-90
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• 2013

We have investigated the X-ray emission from the shock-heated plasma of the Galactic supernova remnant Kesteven 69 with XMM-Newton. Assuming the plasma is at collisional ionization equilibrium, a plasma temperature and a column absorption are found to be kT ~ 0.62 keV and $N_H{\sim}2.85{\times}10^{22}\;cm^{-2}$ respectively by imaging spectroscopy. Together with the deduced emission measure, we place constraints on its Sedov parameters.

• 디지털콘텐츠학회 논문지
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• 제16권1호
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• pp.33-41
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• 2015

비트맵 인덱스는 낮은 카디널리티를 갖는 컬럼에 대한 OLAP 질의의 수행 속도에 있어서 매우 우수한 성능을 보이고 있기 때문에, 데이터 웨어하우스에서 많이 사용하고 있는 인덱스 기법 중에 하나이다. 일반적으로 데이터 웨어하우스에 기반을 둔 많은 응용 프로그램들은 컬럼 값들이 계층 구조를 형성하는 경우가 많이 있다. 만일, 컬럼 값들이 계층적으로 표현될 수 있는 경우 일반적인 비트맵 인덱스 보다 계층적 비트맵 인덱스를 이용하는 것이 질의 처리 수행 속도에 있어서 더 높은 성능을 보인다고 알려지고 있다. 그러나 계층적 비트맵 인덱스의 경우 사용하는 계층 구조의 크기가 큰 경우 저장 공간 오버헤드가 발생할 수 있다는 문제점을 가지고 있다. 그러므로 본 논문에서는 저장 공간이 제약된 환경에서 컬럼 값들이 거대 계층 구조를 형성하고 있을 때, 질의 워크로드에 기반하여 계층적 비트맵 인덱스를 효과적으로 생성하기 위한 방법을 제안한다. 특히, 본 논문에서는 주어진 계층 구조를 두 개의 배타적 역영으로 나누는 Cut 선택 방법 제안함으로써, 계층적 비트맵 인덱스의 저장 공간 오버헤드 문제를 해결한다.

• 한국농촌건축학회논문집
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• 제14권2호
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• pp.1-10
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• 2012

The purpose of this study is to provide the method of saving the construction cost per unit area of the New Hanok using the inner space of a roof as a floor space with a structural modification of it's roof. The proportion of a roof of the Traditional Hanok accounts for about a half of it's elevation, so it is an essential element of it. But, compare to the whole construction cost of the Traditional Hanok, it costs over a half of expenses to build it. Recently, at the traditional building type, it is found that the inner space of a roof of it is used as a floor space with a structural modification of it's roof. It can be divided into two types, the storage type and the living type. The New Hanok at downtown can accommodate various new lifestyle, so the length of it's Yangtong is longer than that of the Traditional Hanok. When we adjust the proportion of the traditional Hanok to the New Hanok, the height of the column and the roof of the New Hanok becomes also higher than those of the traditional Hanok. So, using the upper part of the column and the roof of the New Hanok, we can make the inner space of a roof of the New Hanok as a floor space -like a bed room, tea room, personal work space and a storage- vertically connect with the 1st floor as the main living area. As a result, it is expected to save the unit construction cost of the New Hanok and has an extensity of space when we build the New Hanok at downtown.

• 한국공간구조학회논문집
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• 제13권2호
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• pp.83-91
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• 2013

The core aim of this dissertation is to empirically scrutinize a strength characteristic of beam-column frame subjected to the cyclic lateral load, a beam-column frame of un-reinforced masonry wall, and a shear wall frame. First and foremost, I embark upon making three prototypes vis-$\grave{a}$-vis this research. By conducting this process, I touch on an analysis of cyclic behavior and a damage characteristic of the beam-column frame, the beam-column frame of un-reinforced masonry wall, and the shear wall frame. What is more, through the previous procedure, the next part delves into the exact stress transfer path and the destructive mechanism to examine how much and how strong the beam-column frame of un-reinforced Masonry Wall does have a resistance capacity against earthquake in all the architecture constructed by the above-mentioned frame, as well as school buildings. In addition to the three prototypes, two more experimental models, a beam-column frame and shear wall frame, are used to compare with the beam-column frame of un-reinforced masonry wall. Lastly, the dissertation will suggest some solutions to improve the resistance capacity against earthquake regarding all constructions built with non bearing wall following having examining precisely all the analysis with regard to not only behavior properties and the damage mechanism of the beam-column frame and the beam-column frame of un-reinforced Masonry Wall but also the resistance capacity against earthquake of non bearing wall and school buildings.