• 한국전산구조공학회논문집
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• 제29권6호
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• pp.563-569
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• 2016

본 논문에서는 철골모멘트골조의 초기 강성과 연성을 동시에 조절하기 위해 기둥-보 휨강도비를 고려한 재분배 기법이 제시된다. 제시되는 기법은 총 구조물량과 기둥-보 휨강도비에 대한 제약조건을 만족시키면서 구조물의 최상층의 변위를 최소화한다. 고려된 설계변수는 구조부재의 단면적을 사용하며, 정식화된 문제로부터 최적의 결과를 얻기 위해 Sequential Quadratic Programming(SQP) 기법을 사용한다. 최상층의 횡변위에 대한 각 부재의 변위기여도를 단위하중법을 통해 구하고, 이를 최상층의 횡변위가 감소하도록 각 부재의 단면을 재설계한다. 각 부재의 변위기여도를 이용하여 부재의 단면을 재설계하는 과정은 구조물의 초기 강성을 향상시키는 효과를 가진다. 동시에, 제시된 기법은 기둥-보 휨강도비를 제약함으로써 구조물의 연성을 조절하도록 한다. 제시된 최적변위설계기법은 철골골조 예제에 적용하여 적용성을 검증한다. 적용한 결과 제시된 기법을 통해 구조물의 초기강성과 연성능력이 조절되는 것을 확인할 수 있었다.

• 대한전자공학회:학술대회논문집
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• 대한전자공학회 2000년도 추계종합학술대회 논문집(2)
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• pp.132-135
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• 2000

We have been aware fer some time. that it is becoming harder to develop ASIC only, using the vendor wire model for the current top-down/bottom-up process. Because VDSM has a much bigger wired delay than cell delay, it is also difficult to reduce development time, as well as time-to-market, while developing several million gate ASIC's. The same is true for high frequency ASIC's with VDSM (which have larger wire delay versus cell delay). Therefore, a solution called “RTS-GDS”, using physical constraints fur SOC with timing met, is being actively discussed. This paper suggests a methodology for SOC development by utilizing a top down flow via CWLM along with discussing potential problems. This paper also provides a design flow, including physical synthesis, DFT, floor plan and CWLM, all of which are relevant to proper SOC development.

• Current Optics and Photonics
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• 제6권3호
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• pp.332-336
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• 2022

Given a cubic space, it is easy to uniformly illuminate the floor with light sources placed on top. However, little has been reported about uniform illumination on walls with the same configuration of light sources. Here we present a luminaire consisting of nine light-emitting diodes (LEDs) with perfect Lambertian distribution, placed on the top as a 3 × 3 rectangular LED array. The distances between LEDs and tilt angles of each individual LED are adjustable and optimized by an annealing algorithm. After optimization, the array produces a rectangular illumination pattern on one wall with a uniformity of about 89%. Analysis shows that the tilt angles of individual LEDs are key parameters for uniform side illumination. In a scenario that is more practical, the tilt angles of all the LEDs are set to be the same, only decreasing the uniformity to 83%.

• 한국주거학회논문집
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• 제20권1호
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• pp.59-70
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• 2009

The purpose of the study is to suggest the amount of space for each behavior according to the classification of behavior in the housing to plan the optimal floor space of the elderly housing. The method for calculating space for behavior begins with classifying behaviors, identifying them and then taking pictures of the model of elderly people who reproduce each behavior. Based on the pictures, body parts which are necessary for each behavior are assembled and the formula for behavioral space is created. The space for behavior is produced considering the body dimensions of Korean elderly in their sixty's as well as the furniture size and the psychological distance between people. 3D modeling is used to verify the result. Human behaviors can be classified into individual-related, housework-related, family-related, reception-related and other behaviors. These five behaviors are subdivided into more specific behaviors. The area for each specific behavior is calculated with the anthropometric data of the elderly, preferred furniture dimension and psychological area. As a result the required area for specific behaviors is as follows: the behavior of sleeping in a bed needs $4.3m^2$; the behavior of changing clothes on a chair, $1.7m^2$; the behavior of watching TV on the floor $1.3m^2$, the behavior of working and reading using a desk, $2.1m^2$, the behavior of exercise, $2.5m^2$; the behavior of showering on a chair, $1.3m^2$ and showering using a wheelchair, $1.9m^2$; the behavior of toileting using a wheelchair, $2.3m^2$; the behavior of washing up using a wheelchair, $1.9m^2$; the behavior of eating using a table for four persons, $4.4m^2$; the behavior of cooking and washing dishes, $0.9m^2$ per counter-top; the behavior of washing clothes using a washing machine, $0.9m^2$; the behavior of ironing on the floor $1.4m^2$; the behavior of reception(three persons) on the floor considering personal space, $4.0m^2$; the behavior of taking on and off shoes on a chair, $1.3m^2$. The result of the study is utilized as quantitative data to calculate optimal floor space for elderly housing. In addition, qualitative data such as characteristics of housing preference, spacial usage and storage capacity are necessary to produce the floor space which can provide convenient and safe living environment.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 1992년도 봄 학술발표회 논문집
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• pp.26-29
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• 1992

Modern tall buildings are subject to wind induced oscillations. Those oscillations can cause discomfort to the occupants. To control these motions, tuned mass dampers have been used. In this paper, component node synthesis, based on Lagrange multipliers formulation. is applied to the along-wind motion of tall buildings with multiple tuned mass dampers. Spectral densities of accelerations of top floor are compared by changing the numbers and locations of tuned mass dampers. It is found that multiple tuned mass dampers can be more effective than single tuned mass damper in reducing the acceleration response.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 1999년도 추계 학술발표회 논문집 Proceedings of EESK Conference-Fall
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• pp.155-161
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• 1999

Many direct integration methods have been developed for dynamic analysis of structures, In order to compare each other methods and give guideline for selecting a time increment the amplification matrix is constructed according to algorithm of each method and stability and accuracy analysis is done. Four story shear building under external excitations is analyzed by each method and the RMS errors of displacements of top floor and compared with each other.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 1993년도 봄 학술발표회논문집
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• pp.95-99
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• 1993

Conventional tuned mass dampers are located on the top floor of tall buildings, which reduce the fundamental mode response of buildings. Higher modes may have a greater contribution toward the acceleration response of tall buildings. To reduce this, additional tuned mass dampers are required and could be substituted as building equipments. This paper shows, with a numerical ezample, how the lecate tuned mass damper in order to reduce the higher mode response effectively

• 소음진동
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• 제4권4호
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• pp.425-433
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• 1994

A detailed investigation of a reed resonance for a vertical pump design has been conducted. The structural features of this class of pump lead to typical dynamic characteristics. Of particular importance is the fact that the pump assembly is suspended on a high column above the floor with a heavy motor on the top. Considerable amount of mass forces is involved and the vibration can cause damage to the pumps or to the foundation. It is shown that the reed resonance of the pump-motor system plays important role for design and troubleshooting purposes.

• 한국습지학회지
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• 제22권2호
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• pp.73-80
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• 2020

층층둥굴레는 백합과에 속하고 한국에 자생하는 다년생 초본이다. 이는 멸종위기생물종 목록에서 해제되었지만 하천변에 서식하기 때문에 빈번한 교란으로 개체군은 훼손 등 위협에 처해있다. 따라서 층층둥굴레의 기초 생태학적 특성을 밝히기 위해, 본 연구는 2년 동안 파주시의 하천변에서 자생하는 층층둥굴레의 지상부의 식물계절학 조사와 번식기관인 꽃과 열매의 수를 측정하였다. 그 결과, 층층둥굴레의 지상부는 4월 말에 출현하고 5월 말까지 약 1m로 빠르게 생장하였다. 5월 초, 1개의 꽃자루 당 2개의 꽃봉오리가 줄기 마디에 최대 6쌍까지 형성되었고, 5월 중순부터 개화하였다. 열매는 6월 중순부터 형성되어 9월 말까지 성숙하였다. 층층둥굴레의 꽃과 열매는 줄기의 기저부부터 정단부까지 차례로 달렸고, 꽃과 열매의 수는 줄기의 중앙 부분에서 가장 많이 형성하였고, 지면과 가장 가까운 마디부터 최대 5마디까지는 형성하지 않았다. 본 연구에서 밝힌 하천변에서 자생하는 층층둥굴레의 기초 생태학적 특성은 이들의 보전을 위한 기초 자료로 유용할 것이다.

• 건축역사연구
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• 제21권2호
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• pp.7-20
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• 2012

As the corner of wooden pagoda forms the roof by closely bordering left and right eaves on the various purlins and angle rafters, it is designed for every face to be recognized as front whose structure system increases load to bear proportionally. The corner of wooden pagoda is inseparable with the corner bracket set as it becomes stable thanks to the corner bracket set structurally and load burden under restrained structure makes the corner bracket set really important. Accordingly, this study could figure out some facts by analyzing corner bracket sets of Palsangjeon of Beobjusa Temple in Korea, Seokgatap of Bulgungsa Temple in China and Ojungtap of Beobryungsa Temple in Japan which were constructed with pure wooden structure. This study demonstrated that corner bracket set played a pivotal role in keeping balance of concentrated load of corner (corner of opening) in each floor that contributed to the stability of wooden pagoda structurally despite multiple duplications of floors and also figured out the outfit of corner bracket set was subject to the floor type and the cross section of Gongpo installed on top of Pyeongju. Wooden pagodas in 3 countries were two floor types of octagon and square, and employed different connection method between upper and lower floors. The difference between floor and duplication method determines the method of corner, but even different methods were sufficient to have entirety in every side by completing dynamic principle of corner bracket set even though old method had to solve the problem of concentrated load and it also confirms that it was essential Gongpo to prevent any deformation of corner.