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.

The seismic isolation system reduces the seismic vibration that is transmitted from foundation to upper structure. This seismic isolation system can be classified into base isolation and mid-story isolation by the installation location. In this study, the seismic behavior of dome structure with mid-story isolation is analyzed to verify the effect of seismic isolation. Mid-story isolation is more effective than base isolation to reduce the seismic responses of roof structure. Also, this isolation would be excellent in structural characteristics and construction.

Solar power is being spotlighted recently as a new energy source due to environmental problems and applications of solar power to curved structures are increasing. Solar panels installed on curved surfaces have different efficiencies depending on its position and the efficient positioning of solar panels plays a critical role in the design of solar power generation systems. In this study, the changing characteristics of solar irradiance were analyzed for hemispherical dome with a large curvature and the positioning of solar panels that can efficiently utilize solar energy was investigated. With an icosahedron-based hemispherical dome consisting of triangular elements as target model, a program for calculating solar irradiance using a normal vector of the solar module on each face was developed. Furthermore, the change of solar irradiance according to the sun’s path was analyzed by time and season, and its effects on shades were also examined. From the analysis results, the effective positioning could be determined on the basis of the efficiency of the solar panels installed on the dome surfaces on solar irradiance.

Morotoge shrimp Pandalopsis japonica is caught by pot and others in the eastern coastal waters of Korea. Comparative fishing experiments were carried out in the eastern coast of Korea, using the dome–shaped pots with different five mesh sizes (17.1, 24.8, 35.3, 39.8, and 48.3 mm) in order to estimate the mesh selectivity of the pot for the morotoge shrimp, Pandalopsis japonica. The SELECT (Share Each Length’s Catch Total) analysis method was applied to the catch data. The master selection curve of the pot for the shrimp was estimated to be s(R) = exp(15.770R–10.573)/[1+exp(15.770R–10.753)], where R is the ratio of carapace length to mesh size. From the selection curves, the carapace lengths of 50% retention were 11.6, 17.0, 23.9, and 34.1 mm for 17, 25, 35, and 50 mm mesh–size pot, respectively. It means that the pots of larger mesh size allow more shrimp of small size to escape.

This study investigate the dynamic response changes of rib dome structure according to property changes of Substructure. Eigenvalue analysis is conducted in first natural frequency of rib dome versus substructure and searched in the dominant mode of horizontal and vertical direction. Resonance frequency by each first natural frequency of the rib dome structure, substructure and total structure is applied for a seismic wave. That is analyzed about maximum displacement response ratio and maximum acceleration response ratio.

This paper aimed at modeling a fine triangular grid for network dome by using Harmony Search (HS) algorithm. For this purpose, an optimization process to find a fine regular triangular mesh on the curved surface was proposed and the analysis program was developed. An objective function was consist of areas and edge's length of each triangular and its standard deviations, and design variables were subject to the upper and lower boundary which was calculated on the nodal connectivity. Triangular network dome model, which was initially consist of randomly irregular triangular mesh, was selected for the target example and the numerical result was analyzed in accordance with the HS parameters. From the analysis results of adopted model, the fitness function has been converged and the optimized triangular grid could be obtained from the initially distorted network dome example.

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.

본 논문에서는 대공간구조에 폭넓게 사용되는 단층 래티스돔의 비선형거동에 관한 비교 연구를 수행하였다. 단층 래티스돔은 특성상 두께가 얇은 쉘구조의 거동과 유사하므로 전통적인 쉘좌굴 이론을 적용하여 내력을 산출할 수 있으며 또한 이 결과를 유한요소해석 프로그램을 이용한 수치해석의 결과와 비교, 분석하였다. 쉘좌굴 이론을 이용하여서는 래티스 돔의 전체좌굴하중과 부재좌굴하중을 산정하였으며, 유한요소해석법을 이용하여서는 고유치 해석에 의한 좌굴하중과 기하학적 비선형 해석에 의한 극한하중을 각각 산정하였다. 래티스돔의 절점은 강절점 및 핀절점으로 각각 모델링하였다. 쉘좌굴이론에 의한 좌굴내력은 전체좌굴하중과 부재좌굴하중의 작은 값으로 결정되며 이 값은 유한요소해석을 이용한 고유치 해석보다는 비선형 해석에 의한 극한하중에 보다 근사한 값을 제공하였으며 또한 좌굴하중의 형식을 예측하는데에 유용하게 활용되었다.

목 적 : MRCP Study는 간담계 및 췌장부위의 질환을 조사하는데 있어 비침습적으로 유용하게 사용되는 진단 방법이다. 다양한 간담췌관계의 질환에서 MRCP의 진단적 유용성과 정확성에 대해 보고 되었고 자기공명 간담췌관조영술(MRCP)이 담관결석을 진단하거나 담도의 해부학적 구조를 관찰하는데 있어 내시경역행간담췌관조영술(ERCP)을 대체 할 수 있다고 보고 되었다. 이에 MRCP Study중 3D 영상구현이 가능한 T2 space rst cor 검사시 환자의 체형과 몸무게에 따른 영상의 화질 차이점을 알아보고 진단적 유용성을 비교분석 평가하고자 하였다. 대상 및 방법 : 본원에서 2013년 03월부터 2014년 02월까지 을지대학교병원에서 MRCP 검사를 시행한 34명을 대상으로 하였다. 34명중 남자 18명, 여자 16명, 평균연령은 55세이다. 검사장비는 siemens Skyra3.0T를 이용하였고 Parameter는 FOV 350mm, TR 2400ms, TE 695ms, Slice Thickness 1.0mm, Flip angle 120deg, Resolution 384×384 (ipat grappa factor3), Bandwidth 352Hz/px로 Trigger gating mode를 Phase scout mode와 Liver dome mode를 각각 검사하여 결과 분석은 영상의학과 복부전문의 1명, 전공의 2명, MR전문 방사선사 2명이 정성적으로 평가하였다. 결 과 : 검사 대상자들을 BMI 지수에 따라 구분하였고 영상의 분석결과 과체중 집단에서는 phase scout mode는 과체중 15명, 정상체중 4명이 우위를 나타냈고, liver dome mode는 과체중 5명, 정상체중 10명이 우위로 분석되었다. 검사 소요시간은 phase scout mode 5분 21초, liver dome mode 4분 36초로 41초정도의 차이로 평균검사시간은 liver dome mode가 적게 소요되었다. 결 론 : MRI 검사에 있어 그 목적에 맞는 sequence와 parameter를 적용하는 일은 임상검사에서 유용한 영상을 얻어내는데 있어 매우 중요하다. 그 중 MRCP 검사에 있어서도 환자의 체형이나 연령에 따라 적당한 검사방법을 택함으로써 획득되는 최종 영상의 질은 확연히 달라진다. 본 연구에서 34명의 검사자들을 대상으로 liver dome mode와 phase scout mode를 시행하여 과체중은 phase scout mode, 정상체중은 liver dome mode를 이용하여 검사하는 것이 유용함을 확인할 수 있었다.

Spatial structures as like dome structure have the different dynamic characteristics from general rahmen structures. Therefore, it is necessary to accurately analyze dynamic characteristics and effectively control of seismic response of spatial structure subjected to multi-supported excitation. In this study, star dome structure that is subjected to multi-supported excitation was used as an example spatial structure. The response of the star dome structure under multiple support excitation are analyzed by means of the pseudo excitation method. Pseudo excitation method shows that the structural response is divided into two parts, ground displacement and structural dynamic response due to ground motion excitation. And the application of passive tuned mass damper(TMD) to seismic response control of star dome structures has been investigated. From this numerical analysis, it is shown that the seismic response of spatial structure under multiple support seismic excitation are different from those of spatial structure under unique excitation. And it is reasonable to install TMD to the dominant points of each mode. And it is found that the passive TMD could effectively reduce the seismic responses of dome structure subjected to multi-supported excitation.

Finely-striate buccinum Buccinum striatissimum, a species of whelks, is caught mainly by pot in the eastern coastal waters of Korea. In order to determine the size selectivity of pot for the species, comparative fishing experiments were conducted near Yeongil Bay from June to September in 2003 using the dome-shaped pots with different five mesh sizes (17.1, 24.8, 35.3, 39.8, and 48.3 mm). The parameters of logistic equation were estimated by the SELECT (Share Each Length’s Catch Total) method based on a multinomial distribution. The model with the estimated split parameter was found to fit the catch data best. The master selection curve was estimated to be s (R)=exp (13.044R－16.438)/[1 + exp (13.044R－16.438)], where R is the ratio of shell height to mesh size. The relative shell height of 50% retention was 1.260, and the selection range was 0.168. Enlargement in mesh size of the pot allows more small-sized whelks to escape.

The purpose of this paper is to study comparative of dynamic instability characteristic of Geiger-typed cable dome structures by load condition, which is well-known among the cable dome structures that are the lightweight hybrid structure using compression and tension element continuously. Dynamic buckling process in the phase plane is very important thing for understanding why unstable phenomena are sensitively originated in nonlinear dynamic by various initial conditions. But there is no paper for the dynamic instability of hybrid cable dome by Sinusoidal Excitations, many papers which deal with the dynamic instability for shell-structures under the step load have been published. As a result of Geiger-typed cable dome, which shows chaotic behavior in dynamic nonlinear analysis with initial imperfection.

Fishing experiments were carried out in the adjacent sea of Yeongil Bay, the eastern cost of Korea from 2003 to 2004 using the dome-shaped pots with different five mesh sizes (17.1, 24.8, 35.3, 39.8, and 48.3mm) in order to determine the size selectivity of pots for the whelk, Buccinum opisthoplectum. The catch species were composed of Buccinum opisthoplectum (45.4%), Buccinum striatissimum (30.1%), Pandalopsis japonica (9.3%), Chionoecetes opilio (8.9%), and so on. The shell height (l) of Buccinum opisthoplectum caught in the experimental fishing pots was measured. The SELECT (Share Each Length's Catch Total) analysis method was applied with fishing data to obtain master selection curve. The model with the estimated split parameter was found to fit the catch data best. The master selection curve was estimated to be s (R)〓exp (7.833R-10.871)/[1 + exp (7.833R-10.871], where R is the ratio of shell height to mesh size. The relative shell length for 50% retention was 1.388, and the selection range was 0.281. It means that the pots of larger mesh size allow more whelks of small size to escape.

For each cable component in a cable dome structure, pre-tension is needed for stability of whole the structure. The summation of these pre-tension at each joint should be zero to achieve the self equilibrium structure. The first step in cable dome structure analysis is to find the ratio of pre-tension in each member which can produce a stable and structure on self-equilibrium. In this paper, a new method based on the basic principle of closed force polygon for equilibrium system is proposed for the determination of self-equilibrium mode of cable dome structure. A single layer cable dome and two multi layer type domes have been analyzed. The ratios of cable members are determined by the presented method, and check the validation of the results by numerical calculation.

This study investigated characteristics of buckling load and effective buckling length by member rigidity of dome-typed space frame which was sensitive to initial conditions. A critical point and a buckling load were computed by analyzing the eigenvalues and determinants of the tangential stiffness matrix. The hexagonal pyramid model and star dome were selected for the case study in order to examine the nodal buckling and member buckling in accordance with member rigidity. From the numerical results, an effective buckling length factor of adopted models was bigger than that of Euler buckling for the case of fixed boundary. These numerical models indicated that the influence of nodal buckling was greater than that of member buckling as member rigidity was higher. Besides, there was a tendency that the bifurcation appeared on the equilibrium path before limit point in the member buckling model.

The large-space single-layer lattice dome is relatively simpler in terms of the arrangement of the various framework members and of the design of the junction than the multi-layered lattice dome, can reduce the numbers and quantity of the framework members, and has the merit of exposing the beauty of the framework as it stands. The single-layer lattice dome, however, requires a stability investigation of the whole structure itself, along with an analysis of the stress of the framework members, because an unstable phenomenon called "buckling" occurs when its weight reaches critical levels. Many researchers have systematically conducted researches on the stability evaluation of the single-layer lattice dome. No construction case of a single-layer lattice dome with a 300-m-long span, however, has yet been reported anywhere in the world. The large-space dome structure is difficult to erect due to the gigantic span and higher ceiling compared with other common buildings, and its construction cost is generally huge. The method of erecting a structure causes major differences in the construction cost and period. Therefore, many researchers have been conducting various researches on the method of erecting such structure. The step-up method developed by these authors can reduce the construction cost and period to a great extent compared with the other general methods, but the application of this method inevitably requires the development of system supports in the center section as well as pre-existing supports in the boundary sections. In this research, the safety during the construction of a single-layer lattice dome with 300-m-long span using pre-existing materials was examined in the aspect of structural strength, and the basic data required for manufacturing the supports in the application of the step-up method developed by these authors during the erection of the roof structure were obtained.

The purpose of this paper is a study on the dome plan of S. M. del Fiore Church of F. Brunelleschi. The results of study are as follows: 1. The planning of floor, elevation and cross section plan of S. M. del Fiore church is basically planned by each other correlation. In particular, the octangular form of geometrical standard which is formed with altar as the center at the crossing part is important component elements which is decided by not only the dome, but form and size of the drum and floor plan form of the lantern 2. The dome which has been planned by F. Brunelleshi has completed the new dome, preserving gothic thought intended by the church plan after study on architecture of ancient Rome with Pantheon. And the dome which is a main space of church through all aspects of plan, structure, function and construction about the dome is a opportunity in the beginning of Renaissance architecture which is a new epoch and a turning point of architecture on various point of view. 3. The dome which is constructed by F. Brunelleshi has been planned through the innovative solution by the refusal of traditional semicircle form dome, centering use and creation double-shell structure form for the first time in history. And the construction of dome has been solved with the invention of various construction equipments and machineries, the stone rib planned for connection and reinforcement about shells of the octangular form, the support method for reduction the gravity of bricklayers work and the brick work of nock-patterned shape which is masonry construction method of the architecture of ancient Rome.

본 연구에서는 지진하중을 받는 대공간 구조물의 지진응답을 저감시키기 위하여 돔 구조물에 대한 동조질량제어장치(TMD)의 적용성을 검토하였다. 이를 위하여 돔 구조물의 기본적인 동적특성을 가지고 있으며 가장 간단한 구조이기도 한 스타 돔 구조물에 수동형 TMD를 설치하여 지진응답 제어성능을 평가하였다. 본 연구에서는 KBC2009에 따른 인공 지진하중을 수평방향과 연직방향으로 가하여 스타 돔 구조물에 대한 지진응답을 분석하였으며 이를 바탕으로 TMD의 설치에 따른 스타 돔 구조물의 지진응답 제어성능을 분석하였다. 해석결과 다음과 같은 결론을 얻을 수 있었다. 지진하중의 방향에 반응하는 스타 돔 구조물의 진동모드 분석을 통하여 수동 TMD를 설치하는 것이 지진응답 제어에 있어서 효과적인 것을 확인할 수 있었다.

본 논문은 케이블 돔 구조물의 브레이싱 및 막재 보강 효과에 따른 비교분석을 하고자 한다. 텐세그러티 구조시스템은 초기응력의 도입을 통해 자기평형을 가지는 구조물로서 연속적으로 연결되어 있는 인장재와 이들을 연결해 주는 불연속의 압축재로 구성되어 있다. 본 연구에서는 경량화한 Hybrid 구조물인 케이블 돔의 불안정 현상이 면내 비틀림에 의해 발생함을 기본 Geiger형과 Zetlin형 모델에 브레이싱 및 막재를 보강하여 발생되는 효과를 알아본다. 또한, 쉘형 구조물의 구조불안정 거동이 초기조건에 매우 민감하게 반응하므로 초기형상불완전량 0.1%를 도입하여, 초기조건에 대한 영향도 알아본다.

대공간 구조시스템의 하나인 스페이스 프레임 구조는 종횡의 부재가 3차원적으로 연결되어 입체적으로 외부 힘에 저항하는 구조로써 높은 강성을 갖는다. 또한 균등한 응력 분담이 가능하도록 설계되는 스페이스 프레임 고유의 역학적 특성에 기인하여 경량화가 가능하다. 스페이스 프레임의 구조안정 문제는 구조물의 여러 가지 조건에 따라 결정되며 매우 중요하다. 본 연구에서는 기하학적 형태에 따른 래티스 돔의 동적구조불안정 특성을 알아보기 위해 2-자유 절점 구조물을 통해 스페이스 프레임의 붕괴 메터니즘을 파악하고, 기하학적 형태에 따라 Star Dome, Parallel Lamella Dome, 3-Way Grid Dome을 모델로 선택하여 동일레벨의 주기성이 없는 STEP 하중에 의한 동적외력 하에서의 라이즈-스팬(μ)비 및 형상불완전에 따른 불안정 거동 특성을 알아본다.