• 한국지진공학회논문집
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• 제1권3호
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• pp.21-27
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• 1997

본 논문에서는 사개맞춤으로 제작된 우리 나라 전통 초가삼간 목조 프레임의 수평방향 교번하중에 대한 이력특성을 실험을 통하여 규명하였다. 실험에는 1.:1 모델을 제작하여 사용하였다. 사개맞춤 목조 프레임의 이력특성은 못이나 사재를 사용한 목조 프레임의 이력특성과는 매우 상이하다. 프레임의 등가 점성감쇠비는 평주 프레임의 경우 약 27%, 고주 프레임의 경우 약 13%이다. 개량형 Double Target 모델의 이용하여 비선형 이력특성을 모사하였다.

• 건축역사연구
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• 제19권5호
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• pp.25-47
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• 2010

The purpose of this study is to reconstruct the wooden frame structure of Buddhist temple, Kumdang in Youngamsaji which assumed to be built in the 9th century of Unified Silla Dynasty. The remaining site of Kumdang in Youngamsaji is investigated thoroughly with a particular attention to bay size and column distribution. The five ancient Buddhist temples which were built in the same period also have the same frame type as Youngamsaji Kumdang. These five ancient Buddhist temples and Kumdang in Youngamsaji are meticulously investigated in terms of their bay sizes and measuring modules. The framework schema is devised as a conceptual tool to conjecture wooden frame structures of Buddhist temple. A theoretical differentiation between frame type and frame structure is attempted to formulated a wooden frame structure as a stepping-stone for the reconstruction of traditional wooden building. The wooden frame structure of 9C Kumdang in Youngamsaji mainly follows the oldest Korean wooden pavilion, Muryangsujeon in Busuk temple, with a hip and gable roof. The wooden frame structure of 9C Kumdang in Youngamsaji is reconstructed through 3D computer modeling to such an extent that every wooden components of the structure can be 3D printed. The reconstruction also takes reference from the Cai-Fen system in Yingzao Fashi.

• 대한건축학회논문집:구조계
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• 제35권3호
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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.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2006년도 정기 학술대회 논문집
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• pp.421-426
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• 2006

To examine the behaviors of traditional wooden structural frame in Korea in direction of beam, an experimental study was performed. The interior frame of Daewoongjeon of Bongjeongsa was selected as a model, which has two short exterior columns and one high inside column. The experimental frame has 1/2 scale and lateral forces are applied at high inside column by using drift control. The vertical gravity loads are applied on the frame. From the results of experiment it was shown that the stiffness and lateral capacity of the frame was increased when vertical loads are applied and the force-drift relationship in positive load direction was not same as in negative load direction. And push-over analysis are performed by using macro model in which the rotational and shear springs which were derived from the another experiments of subassemblies were used. The numerical analysis with macro model showed a good correspondence with the experiment within 2% story drift.

• 한국실내디자인학회논문집
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• 제24권4호
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• pp.14-22
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• 2015

This study deals with a comparative analysis of wooden assembly methods between Japanese traditional architecture and Kuma, Kengo's works. Kuma, Kengo has known as an architect who pursues Japanese architectural traditions with integrated solutions for built and natural environments, and expresses a deep commitment to unexpected use of materials such as stone and wood with the clarity of structural solutions. Accordingly, his architecture focuses on the appreciation of the spatial relationship with the surrounding, its local characters, and the selection of materials. This article first examines two of wooden assembly methods that have been shown in Japanese traditional architecture such as 'two-way system' and 'one-way system'. And then, Kuma, Kengo's wooden assembly methods in his works are analyzed and compared in relation to Japanese wooden assembly methods to find out similarities and differences between them. Then, it concludes that Kuma, Kengo's approach is not only relying on the methods of Japanese traditional architecture, but also exploring creative ways beyond traditional assembly methods.

• 건축역사연구
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• 제32권1호
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• pp.61-72
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• 2023

Korean architecture classifies Banja (the decorated flat of the ceiling visible from the inside) of Royal Palaces into two types: Woomul(water-well, 井) banja, which inserts rectangular wooden board into lattice frame, and paper banja, which applies paper to the flat ceiling. Such classification was established in the 19th century. Before that, Banja was classified according to what was inserted into the lattice frame, either wooden or paper board. At first, the banja that used paper board was widely installed regardless of the purpose or nobility of the building. However, since the 17th century, the use of paper board banja became mostly restricted to Ondol (Korean floor heating system) rooms which are characterized by private usage and the importance of heating, and it was considered inferior to wooden board banja in terms of rank or grace. The contemporary paper banja was mainly installed in low-rank ondol rooms until the late 19th century to early 20th century, when roll-type wallpaper was introduced from the West and the paper banja came to decorate the King's and Queen's bedrooms. The traditional paper board banja benefits heat reservation, reduces the weight of the ceiling, and allows the adjustment of the lattice frame size. Furthermore, it can feature unique artistry if covered with blue, white, or red Neung-hwa-ji (traditional flower pattered paper).

• 한국지진공학회논문집
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• 제1권4호
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• pp.11-20
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• 1997

우리나라 전통 초가삼간의 1/4 축소모델을 제작하여 암반지반 조건에 대한 내진성능실험을 수행하였다. Nahanni 지진파를 사용하여 최대 가속도 0.1g~0.6g 범위에서 거동을 분석하였다. 탄성한계에서 초가삼간의 고유진동수는 장방향의 경우 약 1.66Hz, 단방향의 경우 215Hz이다. 탄성한계에서의 감쇠비는 약 7%이다. 수평방향의 가속도응답은 입력에 비해 감소하며 입력가속도 수준이 증가할수록 감소율이 증가한다. 이는 사개맞춤으로 만들어진 목조 프레임의 비선형.비탄성 특성 때문이다. 전통 초가삼간 가옥은 고진동수가 지배적인 암반지반에서 매우 큰 내진성능을 나타내었다.

• 한국산업융합학회 논문집
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• 제26권1호
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• pp.69-78
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• 2023

For this purpose, the research is to study the architectural characteristic of SooMaJaiJeon which is one of the DongHwaSa in the traditional wooden architecture by dividing it into three section-bracket, roof structure and frame structure. This study is largely divided into four stage-section do subject, research and actual measurement and conclusion. The whole process was consistently executed through detailed steps. The com position of this study is as follows. The 1^st chapter-the purpose, background, method, object and range of the research. The 2^nd chapter-the history of SooMajaiJeon. the 3^rd chapter-the structure of Dapo-style bracket has generally considered, the frame structure of Dapo-style, vertical and horizontal member and podium, the characteristic of bracket with member and the structure, design of bracket, roof structure. In the 4^th chapter, the conclusion of this study has been summarized, Dapo-style is the building that has deep symbolism and structural characteristic of traditional wooden architecture. The frame structure has a dominant regional characteristic and a typical part of typological classification in SooMaJaiJeon.

• Journal of the Korean Wood Science and Technology
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• 제37권3호
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• pp.177-183
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• 2009

경상북도 청도군에 있는 4곳의 고택을 답사하고 기둥의 특징을 분석함과 아울러 기둥 부재 시료를 대상으로 광학현미경 기법을 사용하여 수종 식별을 실시하였다. 기둥은 직경(또는 한 변의 길이)과 배치 간격, 높이 등이 서로 관련성을 갖는데 기둥 사이의 간격에 따라 보통 기둥의 직경과 기둥의 길이를 기본단위로 하여 축조됨을 알 수 있었다. 수종 식별 결과 3곳의 고택에서는 침엽수 목재가, 1곳의 고택에서는 활엽수 목재가 확인되었다. 이중 활엽수 목재는 밤나무이고 침엽수 목재는 모두 소나무인 것으로 식별되었다. 전통적으로 목구조부재로 소나무가 많이 사용되었다고는 하나 일부 활엽수재도 구조용재로 사용된 것으로 밝혀졌다.

• Journal of the Korean Wood Science and Technology
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• 제41권2호
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• pp.100-104
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• 2013

Bearing occurs by the rotations of members induced from horizontal or vertical load at traditional wooden joint in frame. The bearing between wooden members is not occurring at the whole surface of joint, but occurring only at the particular bearing area. In this study, partial bearing according to the different grain direction was evaluated. The partial compressive strength showed 3 times higher than pure compressive strength perpendicular to grain, 1.5 times higher than parallel to grain and 3.3 times higher than both of them. It is expected that this result can be very importantly applied when evaluating and analyzing the actual behavior of traditional wooden mortise and tenon joint.