• Proceedings of the Computational Structural Engineering Institute Conference
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• 2009.04a
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• pp.275-278
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• 2009

전통 목구조 건축물은 크고 작은 부재가 많이 결구되어 있기 때문에 구조해석을 위한 모델링에 어려움이 있다. 기존에 제안된 모델링 기법은 모델링과 해석에 많은 시간이 필요하기 때문에 이를 개선할 수 있는 효율적인 방법이 필요하다. 본 연구에서는 전통 목구조 건축물 중 가장 많은 부재로 구성된 공포의 거동을 구현할 수 있으며 모델링과 해석에 소용되는 시간을 줄일 수 있는 모델링 기법을 제안하였다. 제안된 모델의 적합성을 확인하기 위하여 다양한 하중 재하 형태에 대한 유한요소 모델의 응답과 비교하였다. 해석결과에 따르면 제안된 모델의 응답은 유한요소해석결과와 10% 이내의 오차범위 안에 있어 공포의 해석시 보다 간편하게 활용할 수 있을 것이다.

• Computational Structural Engineering
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• v.19 no.4 s.74
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• pp.7-11
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• 2006

• Proceedings of the Korea Multimedia Society Conference
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• 2012.05a
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• pp.314-315
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• 2012

최근에 전통건축에 대한 우리의 관심이 높아지면서 한옥마을 조성 등으로 인한 관련 산업의 수요가 활성화 되고 있으며 이에 따라 전문가 육성에 대한 요구가 증가하고 있는 추세이다. 그러나 설계전문가라 하더라도 전통건축을 처음 접하는 경우에는 부재간의 연결 관계를 명확하게 인지하는데 많은 어려움을 겪게 된다. 본 연구는 이러한 어려움을 해소하기 위한 방안으로 현재의 발달된 인터넷 환경과 급속히 확산되고 있는 모바일 단말기의 장점을 충분히 활용할 수 있는 교육용 콘텐츠 개발에 관한 것이다. 부재의 결합규칙을 분석하고 이를 토대로 전통건축의 목구조 방식을 이해할 수 있는 교육용 콘텐츠를 개발한다. 디지털화된 전통건축 정보를 활용하여 부재간의 연결과 이음방식을 점진적으로 이해할 수 있도록 단계별 인터페이스를 제공하며 플랫폼에 자유로운 교육용 콘텐츠를 제작한다.

• Computational Structural Engineering
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• v.13 no.2
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• pp.22-28
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• 2000

• Journal of the Korea institute for structural maintenance and inspection
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• v.16 no.2
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• pp.104-112
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• 2012

The failure of tenon in a traditional wood-framed structure may collapse of the entire structure. This study evaluates the strength and stiffness of tenon joints between the beams and pillars through experimental study and suggests reinforcing method of the tenon joint without dismantling the main structures. The main experimental parameters are the number, distance, shape, and inserting depth of spiral-shaped reinforcing steels. As the thickness of the tenon in beams increases, the strength and the initial shear stiffness of the joint increases and, however, the tenons in pillar becomes weaker, resulting in the safety problem of the structure. It is recommended that three spiral-shaped reinforcing steels be placed in the central parts of the tenon to effectively improve the strength and the shear stiffness of the joint.

• Journal of the Society of Disaster Information
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• v.13 no.4
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• pp.537-549
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• 2017

Wooden houses are classified into Traditional, Modern, Platform, Timber framing types. The most popular type is Platform framing which is come from foreign culture. The foreign and Korean tree structure tend to be incompatible with Korean culture and don't fit well with modern lifestyle. In this study, it will analyze the design characteristics of the traditional and modern wooden house to solve these problems. The design characteristics will be contributed to the development of wooden architecture which is suitable for Korean architectural style and lifestyle The research consists of space analysis, plane analysis, structural system analysis, roof type analysis, and aesthetic analysis. From the analytical results the design characteristics of traditional Hanok and modern wood structure, we propose the modular elements and the inner and outer shapes of the Korean - style wooden house.

• Computational Structural Engineering
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• v.23 no.2
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• pp.31-37
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• 2010

• 대한공업교육학회지
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• v.38 no.1
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• pp.259-274
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• 2013

Culture is already deeply imbued in our lives. The furniture has become a way of life and the human became part of the culture. In this study, the aim is to explore the traditional furniture that is projected through the culture as a lifestyle. Therefore, the purpose of this study is to explore the cultural implication in Korean traditional wooden furniture. Specific research questions in this study are as follows; 1) How to reflected house structure culture at traditional woodcraft furniture? 2) How to reflected interior space culture at traditional woodcraft furniture? 3) How to projected life form style culture at traditional woodcraft furniture? 4) How to harmonize between modern life culture and traditional woodcraft furniture? In order to achieve the purpose of this study, the literature of review was used masters of Korea's traditional woodcraft furniture. To collect information of Korean traditional furniture, the furniture was selected representative pieces of Korean Joseon Dynasty and interviewed an important intangible cultural asset somokjang. Based on the explore of Korean traditional furniture, the conclusions of this study are as follows; first, in the viewpoint of house framework culture, most of traditional furniture was made u sing a narrow interior space and was to be placed in close contact with the walls, and was developed as a type of molding on the front of the furniture to pursue beauty. Second, in the viewpoint of ondol culture, traditional furniture was closed to the wall by using low height furniture and furniture legs the structure punghyeol was used to reflect the phenomena of convective heat and humidity. Third, in the viewpoint of life form culture, traditional furniture was made that sat-down at eye level configuration is proportional to its size and height and appropriately been made. And patterns reflect the wishes of most things in nature and to be blessed with longevity origin were used in the decoration of wooden furniture. Finally, in the viewpoint of modern life culture, traditional furniture is simple but not dirty, and splendid but not luxurious. So although traditional wooden furniture are in any room or place, never discouraged by the dignity.

• Journal of the Architectural Institute of Korea Structure & Construction
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• v.35 no.3
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• pp.11-18
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• 2019

The purpose of this study was to estimate the resistance capacity of a traditional wooden house with shear walls made of wood panel. In order to achieve the purpose of the study, the load - displacement test was carried out and the resistance moment values of the shear walls were proposed. The shear walls were made by placing studs with a nominal dimension of $38mm{\times}89mm$ at intervals of 600 mm, and attaching 12 mm thick plywood with 8-d size pegs at intervals of 150 mm. The type of traditional building wall was classified and showed the moment resistance ability of each wall type. This value is expressed as a proportional value divided by the moment resisting capacity of the standard size shear walls not divided into the divided small frames. Although some frames have proportional values larger than 1.0 even though they have openings, most of them show values smaller than 1.0. Also, even without the openings, it showed a smaller value than 1, such as 0.84 and 0.67.

• Computational Structural Engineering
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• v.22 no.1
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• pp.21-27
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• 2009