• Journal of Korean Association for Spatial Structures
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• v.11 no.1
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• pp.113-120
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• 2011

Retractable roof system is one of the special feature in stadium or complex structure. And this retractable roof system makes possible to use spacial structure all-weather. This retractable roof system is able to classified into overlapping, parallel movement and folding system. Moving load, impact load, inertial or braking loads, these dynamic loads induced by movements of retractable roof system. So it is necessary to analysis of spacial structures are subjected to these dynamic loads. Dynamic loads that are induced by the retractable roof movements can be applied to moving mass method or moving force method. But, moving force method is appropriate because the retractable roof movements is slow relatively. In this paper, new application method of moving forces induced by the retractable roof movements is proposed. And vibration analysis of spacial structures are executed by using the proposed method. This proposed equivalent moving force can be easily applied to spacial structure that is subjected to dynamic loads induced by movement of the retractable roof system.

• Journal of Korean Association for Spatial Structures
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• v.9 no.2
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• pp.83-90
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• 2009

The previous studies for dynamic behavior of spatial structure have been zoomed in on roof structure by numerical analytic method. But the roof structure of real spatial structures is supported by lower structure as column and wall. So, when earthquake is occurred, it is predicted that dynamic behavior of roof structure is affected by lower structure. Therefore, on this study, natural period characteristics of arch structures are analyzed according to section, length and the modulus of elasticity of brass column and polycarbonate column and additional mass of roof structure by the scale-down model of arch structure as the most simple structure of spatial structures. The changes of natural periods are generally alike. But, when Polycarbonate column is connected to roof structure, the change of natural period for change of section is relatively large. That means that change of section and section and length of column and additional mass of roof structure have less influence on change of stiffness because the modulus of elasticity of brass is relatively large.

• Proceeding of KASS Symposium
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• 2008.05a
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• pp.227-231
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• 2008

There are many retractable roof structures in the world. Retractable roofs will be classified by various factors and user, for example span length, moving mechanism, opening system, roof material and utility in over 100 examples. Therefore I will present considerations in architectural planning and structural design.

• Proceedings of the Korean Institute Of Construction Engineering and Management
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• autumn
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• pp.228-231
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• 2001

Construction of roof structure, cable suspended structure, for Pusan main stadium is adapted a lifting method that is VSL lifting system. 5 precesses are practiced for erection of the roof structure including the first lifting process for erection of upper cables and the second lifting process for erection of lower cables. Since all cables of this roof structure with two open speller sockets are determined their length, some cable were wrong length, the roof structure would be unstable. But At complete of erection for the roof structure each cab3e is attained to theoretical tension force with average $4\%$ errors.

• Archives of design research
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• v.16 no.4
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• pp.243-254
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• 2003

The aim of this study is to analyze the skylights and roof structures designed by Marie Botta from the viewpoint of the space, the form and the light source, and thus to find out their characteristics. For this purpose, his 13 major works were selected and analyzed according to the principle of design, which could explain the characteristics of skylight and roof structures sufficiently. Trough this study, the followings are realized. 1) The skylights are the main light source in the interiors of his buildings that are comparatively dark, being enclosed by thick materials such as bricks. The roof structures have been precisely designed to disperse the light effectively 2) The skylight and roof structures play the role of form-creating elements in his buildings. They create the unique images for the exteriors and endow form to the interiors. 3) The skylight also serves as a window to communicate with nature outside. Through the skylight, people in his buildings are able to perceive the flow of time and enjoy the scenery of the sky. 4) The light that showers through the skylight and adjusted by roof structures produces special atmosphere in his projects. In his interiors, people can experience a somewhat miraculous and sacred feeling with the light from above. 5) The skylight has meaning as a symbol. It symbolize the relationship between the earth and the sky. Also, in religious projects, a skylight provides a symbolic vision of Heaven for Christians. Comparing with recent works presented in our country, which emphasize simple interiors using artificial light, Botta's works suggest another form of design differentiated from the works of our designers in that Botta's works not only take advantage of natural light by using skylights and roof structures but also utilize them as form-creating elements.

• Proceedings of the Korean Institute Of Construction Engineering and Management
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• autumn
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• pp.194-201
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• 2003

대공간 구조시스템은 일반적으로 자중을 최소화하고 부재내력의 효과적인 사용이 매우중요하다. 따라서 준공후의 외력에 대한 구조적 거동에 대한 파악도 중요하지만 시공중의 거동에 대한 파악도 매우 중요하다. 특히 케이블 막구조의 경우 시각초기에 구조물이 불안정하지만 케이블에 장력이 도입되면서 점차적으로 구조물의 강성이 높아져 구조물이 안정화를 이루게 피므로 시공과정 해석 즉 안정화 이행과정해석이 시공계획을 설정하는 부분에서 매우 중요한 요소가 된다. 본고에서는 케이블 막구조의 실례로써 최근 완공된 인천문학 경기장 지붕구조를 대상으로 시공과정과 안정화 이행과정해석에 대한 소개를 한다. 인천문학경기장 지붕구조는 케이블에 장력을 도입하는 과정에서 발생되는 변형과 내력을 흡수하고 하부구조에 대한 영향을 최소화하기 위하여 마스크 지점의 회전과 이동이 가능한 특수공법을 채택하였으며 시공과정해석(안정화이행과정해석)을 통하여 제시된 단계별 목표장력 및 변위에 따라 시공과정이 계획되고 제어되었다. 특히 외국의 기술로 설계된 자료를 근거로 일방적으로 공사를 수행한 다른 구조물과는 다르게 국내의 기술력에 바탕한 구조 해석 등을 통하여 검증하여 최종 시공방법을 결정하였고 이러한 과정을 통하여 대공간 구조에 대한 기술력을 확보하고 확인할 수 있었으며, 그 결과 향후에는 국내의 기술력으로 이와 같은 대규모의 케이블 막구조의 설계와 시공이 가능할 것이라고 판단된다.

• Korean Journal of Heritage: History & Science
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• v.49 no.3
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• pp.78-103
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• 2016

This research is a study on the side framework structure of the hipped and gable roof of Muryangsujeon at Buseoksa Temple. There is a record that Muryangsujeon was deconstructed and repaired in the period of Japanese Occupancy, and its authenticity has continuously been called into question because the structure of the hipped and gable side roofs, and the bonding of the rafters and eaves were not in good order and very different from those of Joseon Dynasty. Scholars date it differently. It is either dated at 13th century or 12th century. This study compares the non-planar configuration of the middle and front proportions of Muryangsujeon's hipped-and-gable-roof framework with those of the Tang(唐) and Song(宋) Dynasties in China. It concludes that the hipped-and-gable-roof framework of those architecture were built with the same technique. The style of architecture that side rafters directly touch the internal security (梁), like in Muryangsujeon, is not usual even among the hipped and garble roofs of the Tang(唐) and Song(宋) Dynasties. The technique of constructing the hipped roofs developed much further after the Tang Dynasty because they began to use garble eaves to build the side structure. The technique seems to have developed greatly by the period of Ming and Qing Dynasties. It also seems that the parallel-flat (平行輻射椽) rafter, which is the form of rafters used between the parallelrafter period and the half-flat-rafter period is very similar to the construction style of the current rafters of Muryangsujeon. However, the Muryangsujeon's eaves do not touch the corner rafter from the middle part. This seems to be a unique style, which is not common in China. In conclusion, the style of the side roof framework of Muryangsujeon at Buseoksa Temple is not of the China's southern regions, but of the northern regions of Tang(唐), Song(宋) and Liao(遼) Dynasties. And when considering the construction year and proportions of the middle front and side front on the same flat, this must be an ancient technique of the northeastern regions of Asia. Since it is likely that the structure of the side roof framework of Muryangsujeon at Buseoksa Temple has not been altered but is a unique style of hipped and gable roofs, this roof can serve as a good guide to restoring the hipped and garble roofs of the pre-Goyreo Dynasty period.

• Proceeding of KASS Symposium
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• 2008.05a
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• pp.127-132
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• 2008

Recent years, the response characteristics of large space structures have been studied. Then, for the large space structures with large rise-span ratio, it is clarified that the anti-symmetric mode are representatively amplified. That means the static seismic load for general ramen structure is not suitable for the space structure. In this paper, we propose static seismic loads for space structures and its concept. And for the space structures of beam string structures, execute the time history analysis and quasi static analysis and compare the results of them. From the results, we can prove the validity of static seismic load for space structure.

• Journal of Korean Association for Spatial Structures
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• v.12 no.3
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• pp.47-54
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• 2012

The roof surface of spatial structures is often damaged or destroyed because of its light weight roof structure and materials. Many of large scale stadiums have roof structure framed with steel truss or stay cable and wrapped or covered with membrane material Teflon, and this membrane material is easily damaged and its loss is quite serious. Through such examples, it was found that the studies on wind proof design of roofs of large space structures were not sufficiently made. This study conducted wind pressure experiment and fluid analysis in order to examine the aerodynamic characteristic of the roof shape of hyperbolic paraboloid spatial structures. Although the biggest minimum peak wind pressure coefficient was shown in the edges of the roof in the wind origin direction, it decreases with the advancement to the longitudinal direction of the roof.

• Journal of Korean Association for Spatial Structures
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• v.10 no.1
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• pp.85-93
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• 2010

This paper suggests a vibration control method long span structures with trussed roof. Basic concept of this method is based on the energy absorption through hysteresis loop of an elasto-plastic element. This element is attached on the top of the column supporting the roof. Two different types of roofs and three of earthquake waves are used in the investigation. It shows that this is very efficient method to reduce the seismic energy of roof member transferred from the column.