• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 1997년도 추계학술대회 논문집
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• pp.647-650
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• 1997

A complete dome structure is based on a basic dome modeling, and the basic dome modeling affects safety of the dome structure. In other to save the manufacture expenses, an optimum shape modeling of a dome structure is necessary work of before manufacture of the dome. In this study, modeling of the triangle optimum shape in the surface of an aluminum dome is more focused to optimize shape of the dome and save manufacture expenses. After being made the systematic procedure of the basic modeling, the programming work of the procedure is performed. The program is made by C language, and the trust of the program is proved by comparison between output data of the program and basic modeling in PATRAN.

• 한국추진공학회:학술대회논문집
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• 한국추진공학회 2008년도 제31회 추계학술대회논문집
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• pp.288-292
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• 2008

동일 보스 오프닝에 대해 여러 형상의 돔을 설계할 수 있는 복합재 압력용기용 형상 식이 제시되었고, 이러한 돔 형상 변화에 따른 복합재 압력용기의 성능(파열압력*내부용적/복합재무게) 변화를 유한 요소 응력해석과 시험을 통해 규명하였다. 해석을 통해 예측한 돔 형상 변화에 따른 압력용기의 파열압력이 시험 결과와 좋은 일치를 나타내었다. 전반적으로 돔 형상이 낮아짐에 따라 압력용기 내부 용적이 증가하였으나, 파열 압력은 저하되는 현상을 나타내었다. 보스 오프닝 비(${\rho}_o$)가 0.54 이상인 경우, 돔 형상이 낮아짐에 따라 파열 압력이 저하되어 성능 저하가 나타났다. 그러나 보스 오프닝 비(${\rho}_o$)가 0.34이하 경우 돔 형상 변화에 따른 파열 압력 저하가 크지 않음으로 성능의 큰 변화가 없었다.

• 한국공간구조학회논문집
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• 제23권4호
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• pp.27-34
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• 2023

In this study, the seismic response characteristics of the three analysis model with or without TMD were investigated to find out the effective dome shape. The three analysis models are rib type, lattice type and geodesic type dome structure composed of space frame. The maximum vertical and horizontal displacements were evaluated at 1/4 point of the span by applying the resonance harmonic load and historical earthquake loads (El Centro, Kobe, Northridge earthquakes). The study of the effective TMD installation position for the dome structure shows that seismic response control was effective when eight TMDs were installed in all types of analysis model. The investigation of the efficiency of TMD according to dome shape presents that lattice dome and geodesic dome show excellent control performance, while rib dome shows different control performance depending on the historical seismic loads. Therefore, lattice and geodesic types are desirable for seismic response reduction using TMD compared to rib type.

• 한국공간구조학회논문집
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• 제15권2호
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• pp.51-59
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• 2015

In this study, a shape design and an analysis considering structural stability were investigated to develop an icosahedron-based hemispherical modular dome. To design this modular dome, a program that can perform icosahedron shape modeling, modularization of joint connection members, and the analysis of structural stability was developed. Furthermore, based on the adopted numerical model, the eigen buckling mode, unstable behavior characteristics according to load vector, and the critical buckling load of the modular dome under uniformly distributed load and concentrated load were analyzed, and the resistance capacities of the structure according to different load vectors were compared. The analysis results for the modular dome suggest that the developed program can perform joint modeling for shape design as well as modular member design, and adequately expressed the nonlinear behaviors of structured according to load conditions. The critical buckling load results also correctly reflected the characteristics of the load conditions. The uniformly distributed load was more advantageous to the structural stability than concentrated load.

• Composites Research
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• 제20권4호
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• pp.31-41
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• 2007

시스템 요구 조건에 따른 다양한 돔 형상 설계를 위하여 외부 하중이 고려된 돔 형상 설계 식이 제시되었고, 동일 원통부와 보스 오프닝을 가지면서 다른 돔 형상을 갖는 압력 용기의 성능(파열압력*내부용적/복합재무게) 변화를 유한요소해석을 통하여 평가하였다. 해석 결과는 돔 형상이 낮아질수록 파열 압력이 저하되어 압력 용기 성능이 저하됨을 나타내었다. 특히 원통부 반경과 보스 오프닝간의 비를 나타내는 보스 오프닝 크기 비율(${\rho}\;o$)이 큰 경우는 돔 형상이 낮아짐에 따라 복합재 무게 증가율이 크게 나타남으로서 압력 용기 성능 저하의 원인이 되었고, 파열 압력 상승을 위하여 돔 부위에 추가적인 보강설계가 요구되었다. 예를 들어 ${\rho}\;o=0.35$ 이하의 돔인 경우, 돔 형상 변화가 크지 않음으로서 돔 형상 변화에 따른 압력 용기 성능 변화도 크지 않은 것으로 나타난 반면, ${\rho}\;o=0.54$ 이상의 압력 용기인 경우 낮은 돔으로 변화됨에 따라 파열 압력 감소와 복합재 무게 증가로 압력 용기 성능 저하가 비교적 크게 나타나서 압력 용기 내부 용적 증가나 스커트와 돔간의 공간 확보가 우선인 설계 조건을 제외하고는 낮은 돔 형상 설계가 바람직하지 않은 것으로 나타났다.

• 대한기계학회논문집
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• 제15권3호
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• pp.1057-1062
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• 1991

본 연구에서는 형상을 미소하게 변화시켜 좌굴을 방지할 수 있는 최적 도움형 상을 설계하였고 타원형, 토리-구형도움의 가장 얕은 형태의 최적도움형상도 설계하였] 으며, 실제 적용예를 수치로 제시하였다. 또한 수압(hydrostatic pressure)을 받는 수조(reservoir)의 도움형상에 대해서도 직경 및 길이 변화에 따른 형상설계 결과를 제시하였다.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 1999년도 봄 학술발표회 논문집
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• pp.260-267
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• 1999

In this paper, We propose the initial shape finding and dynamic analysis of cable dome structure are presented. Cable dome that is consist of three component such as cable, strut and fabric membrane have complex structural characteristics. Main structural system of cable dome is cable-strut tensegric system, and fabric membrane element Is conceived as cladding roof material. One of the important problem of cable dome is shape finding of those subjected to cable and membrane forces, which stabilize the structures. And the other is structural response from external load effect such as snow and wind When cable dome are subjected to dynamic load such as wind load each structural component has many important problem because of their special structural characteristics. One problem is that geometrical nonlinearity should be considered in the dynamic analysis because large deformation is occurred from their flexible characteristic. The other problem is that wrinkling occurs occasionally because cable and membrane elements can not transmit compressive forces. So this paper describe the physical structural response of cable dome structure.

• 한국공간구조학회논문집
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• 제16권4호
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• pp.45-52
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• 2016

The single layer latticed domes have attracted many designers and researchers's attention all of the world, because these structures as spatial structure are of great advantage in not only mechanical rationality but also function, fabrication, construction and economic aspect. But single layer latticed domes are apt to occur the unstable phenomena that are called "buckling" because of the lack of strength of members, instability of structural shape, etc. In the case of latticed dome, there are several types of buckling mode such as overall buckling, local buckling, and member buckling according to the shape of dome, section type of member, the size of member, junction's condition of member and so on. There are many methods to increase the buckling strength of the single layer latticed dome, that is, with the change of geometrical shape of dome, the reinforcement of buckled member, etc. Therefore, the purpose of this study is to verify the reinforcement effect of buckled member when designers reinforce the buckled member to increase the buckling strength of single layer latticed dome with 3-way grid.

• 패션비즈니스
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• 제15권1호
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• pp.63-79
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• 2011

This study examines the relationship between breast shape and brassiere construction through the comparative analysis of brassiere pattern on the breast shape. This researcher drew the brassiere pattern of developing a pre-study for Chinese female adults according to average size based on the four breast shapes. And then we measures brassiere pattern size and comparatively analyzes breast between size and shape. Comparative analysis results of brassiere patterns are verified differences of size and shape on the breast shape. Above all an angle of cup dart showed remarkable differences on the breast shape. An angle of cup dart isn't proportioned to breast size. An angle of cup dart for cone shape is bigger than dome shape. Because cone shape breast is protruded center part but dome shape breast have a shape of smooth curve like a half globe. So an angle of a cone shape breast cup dart is determined bigger than dome shape breast. For increasing the uplift effect of brassiere, brassiere pattern is different on the breast shape. And a brassiere pattern need different drawing methods about the angle of cup dart, breast inner side diameter, slope and so on. This study has an important significance that it established a mechanical relationship of breast shape and brassiere pattern.

• 건축역사연구
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• 제33권4호
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• pp.17-28
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• 2024

This study compares St. Nicholas' Orthodox Church in Seoul (1968) and St. Dionysios' Orthodox Church in Ulsan (2005), which are Byzantine-style churches under the Korean Orthodox Church, with Hagiya Sophia in Istanbul, a masterpiece of Byzantine architecture. Focusing on the construction method and shape of the dome, which is a major characteristic of Byzantine architecture, this study compares the architectural background of these three churches, the presence and shape of the dome, the presence of drums, and the number and shape of skylights. As a result, it was found that these three churches differ in the construction method of the dome due to differences in different architectural backgrounds and structural methods, and that these structural and morphological differences ultimately determine the atmosphere of the interior space of the cathedral. This study examines two representative Byzantine Orthodox churches in Korea, both designed by the same architect, Zho Chang Han (b. 1936), with a time gap of approximately 40 years between them. It holds particular significance in exploring how the Byzantine dome was constructed differently by analyzing the historical context and structural characteristics of the Orthodox Church.