• Title/Summary/Keyword: 전통 목구조

Search Result 53, Processing Time 0.028 seconds

A Study on Wooden Assembly Methods Appeared in Kuma, Kengo's Works (쿠마 켄코의 건축에 나타나는 목재 접합방식에 관한 연구)

  • Uhm, Heechoon;Baik, Seung-Yeon;Park, Jin-Ho
    • Korean Institute of Interior Design Journal
    • /
    • v.24 no.4
    • /
    • pp.14-22
    • /
    • 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.

Experiment of Lateral Load Resistance of Dori-Directional Frame in Traditional Wood Structure System (전통목구조 시스템의 도리방향 골조의 횡저항 성능에 대한 실험)

  • Lee, Young-Wook;Hong, Sung-Gul;Kim, Nam-Hee;Jung, Sung-Jin;Hwang, Jong-Kook;Bae, Boung-Sun
    • Proceedings of the Computational Structural Engineering Institute Conference
    • /
    • 2007.04a
    • /
    • pp.241-246
    • /
    • 2007
  • The capacity of a lateral load resistance of a joint with Jangbu-connection of Dori-directional frame in traditional wood structure system was studied, through experiments of 1/2 scaled and T-shaped 7 subassemblies of joint of Dori-directional frame for Deawoongjeon of Bongjungsa. From the experiment, it was shown that the capacity of a lateral load resistance was influenced by the vertical load confining joint and not influenced by the number of Chok and the depth of Changbang, And lateral load resistance mechanism is developed by the restraint between the vertical load and the contacting edge of column; if structure is pushed to the left, the top-right end of Pyeongju contacts with Changbang and left Changbang loses the contacts with Pyeongju and therefore only right Changbang can resist to lateral load.

  • PDF

Estimation Technique on the Bearings and Doppler frequencies Using the Passive Non-Uniformly Distributed Towed Line Array (수동형 비균일 선형 견인 배열 센서를 이용한 입사각 및 도플러 주파수 동시 추정 기법)

  • 강정원;이원철
    • The Journal of the Acoustical Society of Korea
    • /
    • v.17 no.2
    • /
    • pp.32-42
    • /
    • 1998
  • 본 논문은 비균일 분포 수동형 견인 배열 센서를 사용하여 입사각 추정은 물론, 도 플러 주파수를 동시에 추정해내기 위한 기법을 제안한다. 균일 선형 센서 배열을 사용하는 전통적인 수동형 견인 센서 배열 처리기법은 센서간의 등 간격 구조 및 단순한 표본 과정에 기인하여 활용 분야의 한계성을 가지며, 주된 응용 분야가 방사된 음향신호의 입사각을 추 정하는데만 국한되어 사용될 수 있다는 문제점을 내포하고 있다. 이러한 사실 때문에, 수중 천해 환경 하에서 견인함의 등속 이동에 의해 발생하는 도플러 주파수들에 대한 정보는 목 표물에 대한 식별이나 음향신호 전달 경로의 모델링에 중요한 매개변수로 작용하며, 일반적 인 수동형 견인 센서 배열의 사용에 의한 처리 방식으로는 이러한 매개변수의 추출이 불가 능하게 된다. 본 논문은 이러한 제한성을 극복하고 방사 신호들의 개별적인 입사각 및 도플 러 주파수의 동시 추정을 가능케하도록 비균일 분포의 선형 센서 배열과 Sample Skipping 기법(Sample Skipping Technique;SST)을 적용한 새로운 형태의 수동형 견인 배열 센서 처 리 기법을 제안한다.

  • PDF

A Study on the Fire Resistance Performance of Wood Framed Lightweight Wall which Including a Middle Lintel (중인방을 포함한 목골조 경량벽체의 내화성능에 관한 연구)

  • Yeo, In-Hwan;Cho, Bum-Yean;Min, Byung-Yeol;Yoon, Myung-O
    • Fire Science and Engineering
    • /
    • v.25 no.3
    • /
    • pp.91-98
    • /
    • 2011
  • This study is about fire resistance performance of wood framed lightweight wall including a middle lintel as a traditional wall form in Korea. The target wall is non-loadbearing system which constructed with $38{\times}89$ mm ($2"{\times}4"$) wood frame and fireproof gypsum board covering, including a middle lintel made of $150{\times}150$ mm section glue-laminated timber. As a test results, all specimens have showed fire resistant performance over 90 minutes and tests were maintained until flame occuring on Specimen-l, 2, 3 at 91 min, 97 min and 98 min respectively. Fire resistance of the heat side gypsum board was 45 minutes and charring rate of middle lintel was equivalant with that of usual timber. The wood stud inside wall system showed relatively quick combution characteristic when exposed to high temperature with no temperature rising delaying time caused by moisture evaporation because of the dehydration preceded during the early period of fire side gypsum board resist to heat.

Estimation of Carbon Dioxide Stocks in Forest Using Airborne LiDAR Data (항공 LiDAR 데이터를 이용한 산림의 이산화탄소 고정량 추정)

  • Lee, Sang-Jin;Choi, Yun-Soo;Yoon, Ha-Su
    • Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
    • /
    • v.30 no.3
    • /
    • pp.259-268
    • /
    • 2012
  • This paper aims to estimate the carbon dioxide stocks in forests using airborne LiDAR data with a density of approximate 4.4 points per meter square. To achieve this goal, a processing chain consisting of bare earth Digital Terrain Model(DTM) extraction and individual tree top detection has been developed. As results of this experiment, the reliable DTM with type-II errors of 3.32% and tree positions with overall accuracy of 66.26% were extracted in the study area. The total estimated carbon dioxide stocks in the study area using extracted 3-D forests structures well suited with the traditional method by field measurements upto 7.2% error level. This results showed that LiDAR technology is highly valuable for replacing the existing forest resources inventory.

Vegetation of Mok-do Island: Its Spatial Distribution and Monitoring for Vegetation Conservation (목도의 식생: 그 보전을 위한 식물군락의 공간분포와 모니터링)

  • Kim, Jong-Won;Jegal, Jae-Cheol;Lee, Byeong-Yeol;Lee, Yul-Gyeong;Mun, Gyeong-Hui
    • The Korean Journal of Ecology
    • /
    • v.24 no.5
    • /
    • pp.259-265
    • /
    • 2001
  • This paper describes the species composition of the remnant forest vegetation (Natural Monument No. 65) in the Mok-do island of Ulsan city and its relation to ecological long-term monitoring. Syntaxonomical classification and actual vegetation map were depicted in very fine scale 1:800 for better understanding spatial distribution and vitality of individual trees and communities. A total of 111 species and 13 plant communities occurred on the 19,166 ㎡ area. Evergreen broad-leaved forest of Machilus thunbergii is a representative vegetation type, which covers 37.4% of the island area. Evergreen coniferous forest of Pinus thunbergii covers 18.6% of the island. These two forests occurred at different parts of the island, i.e., the former at the rearward and the later at the frontward of island against marine. 95.7% of trees analysed was determined as critically and absolutely monitored individuals. From a conservation perspective the Mok-do vegetation is extremely vulnerable, which must be long-termly monitored using an assessment of tree vitality and a fine scale map of vegetation.

  • PDF

Shear Performance of Post and Beam Construction by Pre-Cut Process (프리컷 방식을 적용한 기둥-보 공법의 수평전단내력)

  • Hwang, Kweonhwan;Park, Joo-Saeng;Park, Moon-Jae
    • Journal of the Korean Wood Science and Technology
    • /
    • v.35 no.6
    • /
    • pp.1-12
    • /
    • 2007
  • For the purpose of effective utilization of domestic second-grown larch as structural members, post and beam construction applying traditional construction to Japanese larch glulam members was adopted with processing by machine pre-cut method. In general, horizontal shear test by KS F 2154 is conducted to assess the horizontal shear properties of the wooden structure by post and beam construction. The frame was consisted of post and beam member with appropriate fasteners, and members have their own processed parts (notch, hole, etc.) that can be well-connected each other. The shear wall was consisted of the frame with screw-nail sheathed panel (OSB). The results of horizontal shear loading tests without vertical loads conducted on the frame and the shear wall structures, the maximum strengths were about 1.9 kN/m and about 9.7 kN/m, the shear rigidities were about 167 kN/rad, 8198 kN/rad, respectively. The strength proportion of the frame specimen was about 20% of the wall's and about 2% in initial stiffness. Nail failures are remarkable on the shear wall specimen with punching shears and shear failures. The shear load factor for the shear wall specimen by the method of Architectural Institute of Japan was 1.5, which was obtained by the bi-linear method. Loading method should be considered to obtain smooth load-deformation relationship. For the better shear performance of the structures, column base and post and beam connections and sheathed panel should be further examined as well.

Evaluation of Structural Performance of Multi-tiered Roof Korean Traditional Timber Building Daeungbojeon Hall of Magoksa Temple Under Vertical Load (중층 전통 목조건축 마곡사 대웅보전의 수직하중에 대한 구조성능 평가)

  • Yeong-Min Kim
    • Journal of the Computational Structural Engineering Institute of Korea
    • /
    • v.37 no.1
    • /
    • pp.17-24
    • /
    • 2024
  • This paper assesses the structural performance of the Daeungbojeon Hall of Magoksa in Gongju, a representative multi-tiered roof traditional timber structure from the Joseon Dynasty, under vertical loads. Employing midas Gen, a structural analysis software, we developed a three-dimensional analysis model closely resembling the actual structure. Static analysis was employed to evaluate the safety and serviceability of the main vertical and horizontal members under vertical loads. While all members met the safety and serviceability criteria, structural weaknesses were identified in the Daelyang of the lower floor, particularly as a transitional beam, necessitating improvement. For the evaluation of dynamic behavior characteristics, eigenvalue analysis was conducted, assuming a relative rotational stiffness of 5% at the main joints. The natural period was determined to be 1.105 seconds, placing it within the category of a Hanok of similar size. The first mode manifested as a translational movement in the forward and backward direction of the building.

Analysis of Expressive Features and Structural Meanings in Korean Men's Furniture of the 19th century (조선후기 사랑방 목가구의 표현과 의미 구조 분석)

  • Kim, Eun-Jeong;Park, Young-Soon
    • Korean Institute of Interior Design Journal
    • /
    • v.21 no.6
    • /
    • pp.147-157
    • /
    • 2012
  • This paper aims to examine the fundamental relationship of what principles cause the aesthetic shapes in Korean sarangbang furniture of the $19^{th}$ century. Focusing on the Greimas' isotopic and semantic structure analysis, this research analyzed the traditional Korean men's furniture in four steps; signifier analysis, isotopic analysis, semantic structure analysis, and comprehensive interpretation. The results show that the expressive qualities of sarangbang furniture included visual symmetric aesthetics, and the hues of natural materials with dark tones. The manufacturing process emphasized the characteristics of natural materials; while diversity was respected in decorations, function as restrained form was also important with a concise image. Through these characteristics, sarangbang furniture revealed a balance, a harmony of contrastive elements, and a restrained aesthetics. Within these qualities, it was seen that aesthetic principles, such as "severance and communication," "artifice and nature," "restraint and manifestation," "toughness and softness," "filling and emptying" and "decoration and utility" were in a mutually supplementary relationship. At the basis of this aesthetic thought appears to be Confucianism, which had been the model for seonbi politics and scholarship.

  • PDF