• 한국공간구조학회논문집
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• 제15권2호
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• pp.113-120
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• 2015

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.

• 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.

• 건축역사연구
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• 제21권5호
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• pp.19-32
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• 2012

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.

• 한국공간구조학회논문집
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• 제1권1호
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• pp.117-124
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• 2001

In Single-layer latticed domes with rectangular network which is composed of ring of circumferential direction and rafter of longitudinal direction, that is, rib domes, if we use the cross-membered junction's method for the advantage in fabrication and construction, the eccentricity is occurred in the nodal point of crossing members. This paper is aimed at investigating the buckling characteristics for the effect of eccentricity according to rise-span ratios and distance of eccentricity. Analysis method is based on FEM dealing with the geometrically nonlinear deflection problems. The conclusion were given as follows: 1. The maximum decreasing ratio of buckling strength due to the junction's eccentricity is about 60% in models of this paper. 2. In the increasing ratio of buckling strength for rise-span ratio, that of Type 3 models is larger than that of type 2 models. On the other hand, that of Type 2 mode is larger than that of Type 3 for eccentricity-distance. 3. In the viewpoint of the value of buckling strength, that of Type 2 models is larger than that of type 3 models. The effect of the junction's rigidity on buckling strength is not great for overall models. Therefore if we use the cross-membered junction's method for the advantage in fabrication and construction, the method of Type 2 will have the great advantage of that of Type 3.

• Journal of Computational Design and Engineering
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• 제1권1호
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• pp.48-54
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• 2014

In this paper, the authors propose a system for assisting mold designers of plastic parts. With a CAD model of a part, the system automatically determines the optimal ejecting direction of the part with minimum undercuts. Since plastic parts are generally very thin, many rib features are placed on the inner side of the part to give sufficient structural strength. Our system extracts the rib features from the CAD model of the part, and determines the possible ejecting directions based on the geometric properties of the features. The system then selects the optimal direction with minimum undercuts. Possible ejecting directions are represented as discrete points on a Gauss map. Our new point distribution method for the Gauss map is based on the concept of the architectural geodesic dome. A hierarchical structure is also introduced in the point distribution, with a higher level "rough" Gauss map with rather sparse point distribution and another lower level "fine" Gauss map with much denser point distribution. A system is implemented and computational experiments are performed. Our system requires less than 10 seconds to determine the optimal ejecting direction of a CAD model with more than 1 million polygons.

• 한국공간구조학회논문집
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• 제10권4호
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• pp.67-74
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• 2010

대공간 구조형식을 갖는 단층 래티스 돔은 역학성, 가능성, 심미성 등을 갖는 구조물로서 그 용도가 점점 확대되고 있다. 단층 래티스 돔의 골조 격자 패턴은 무수히 존재하며, 그 대표적인 패턴에는 삼각형, 사각형, 육각형, 라멜라형, 리브형 등이 있다. 대공간 구조물의 경우, 일반구조물과 달리 재래적인 공법으로 지붕 골조를 시공할 경우 많은 가설재가 소요됨으로 시공비 증가가 예상된다. 따라서 대공간 구조물의 지붕 골조 설치는 특수 Erection 공법에 의하는 것이 일반적이며, 그 중 지상에서 지붕골조를 설치 후 jack-up 서포트에 의해 골조를 인양하는 Step-Up 공법을 적용할 경우 공기와 공비의 대폭적인 절감이 예상된다. 따라서 본 논문의 목적은 Step-Up 공법에 의해 단층라멜라 돔의 지붕골조를 시공할 경우, 인양 중 가설 서포트 개수와 위치에 따른 좌굴특성을 검토하는 것이다. 연구 결과 서포트 개수 및 위치에 따른 단층라멜라 돔의 다양한 좌굴 특성에 관한 실무자를 위한 기초적인 자료를 얻을 수 있었다.

• Tuberculosis and Respiratory Diseases
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• 제51권3호
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• pp.240-247
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• 2001

연구배경 : 결핵성 흉막염의 치료 목적은 발열, 흉통, 기침 등의 증상을 완화하고, 활동성 폐결핵으로의 진행을 막고, 흉막비후를 막고자 하는 것이며, 흉막비후의 결과로 횡격막이나 늑골 운동의 장애가 발생할 수도 있다. 저자들은 흉막비후가 폐기능에 어떠한 영향을 미치는 가를 알아보고자 하였다. 방 법 : 결핵성 흉막염으로 진단 후 항결핵제 투여를 성공적으로 마친 57명의 환자를 대상으로 하여 흉부 X-선과 폐기능검사를 시행하였다. 흉막비후의 정도는 흉부 X-선상 심횡격막각(cardiophrenic angle)에서 횡격막의 가장 높은 부위를 지나 흉곽과 만나는 측면 점과 늑골횡격막각(costophrenic angle)의 가장 낮은 점과 그 중간 부위에서 측정한 흉막비후의 세 부위의 평균값으로 하였고, 폐기능검사로 FVC, FIVC, TLC를 측정하여 예상 정상치에 대한 비율(% predicted value)로 표시하였다. 각 흉막비후의 정도에 따른 폐기능검사 수치를 비교 분석하였다. 결 과 : 흉막비후의 정도가 심할수록 FVC, FIVC, TLC의 감소를 보였다. FVC는 grade III($69.14{\pm}18.99%$)와 grade I($95.30{\pm}14.39%$), grade II($89.37{\pm}12.07%$) 사이에는 통계적으로 유의한 차이를 보였고(p<0.05), FIVC는 grade III($64.29{\pm}16.92%$)와 grade I($84.15{\pm}13.24%$), grade II($86.37{\pm}13.39%$) 사이에는 통계적으로 유의한 차이를 보였다(p<0.05). 흉막비후의 정도를 2mm 기준으로 하였을 때부터 FVC, FIVC의 통계적인 차이를 보였고, 제한성 폐장애 기준인 FVC가 80% 이하인 경우는 흉막비후 정도가 3mm 일 때로서 3mm 이하인 경우($94.25{\pm}13.44%$)일 때가 3mm 이상인 경우($79.30{\pm}19.52%$)에 비해서 통계적으로 유의한 차이를 보였다(p<0.05). 결 론 : 흉막유착의 정도가 심할수록 FVC, FIVC, TLC 등의 폐기능 감소가 심하며, 흉막유착과 관련된 연구에서 제한성 폐장애와 관련 있는 흉막유착의 정도는 3mm를 기준으로 하는 것이 적당할 것으로 판단된다.