• 제목/요약/키워드: Type of Timber

검색결과 114건 처리시간 0.02초

Application of a weight-of-evidence model to landslide susceptibility analysis Boeun, Korea

  • Moung-Jin, Lee;Yu, Young-Tae
    • 한국GIS학회:학술대회논문집
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    • 한국GIS학회 2003년도 공동 춘계학술대회 논문집
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    • pp.65-70
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    • 2003
  • The weight-of-evidence model one of the Bayesian probability model was applied to the task of evaluating landslide susceptibility using GIS. Using the location of the landslides and spatial database such as topography, soil, forest, geology, land use and lineament, the weight-of-evidence model was applied to calculate each factor's rating at Boun area in Korea where suffered substantial landslide damage fellowing heavy rain in 1998, The factors are slope, aspect and curvature from the topographic database, soil texture, soil material, soil drainage, soil effective thickness, and topographic type from the soil database, forest type, timber diameter, timber age and forest density from the forest map, lithology from the geological database, land use from Landsat TM satellite image and lineament from IRS satellite image. Tests of conditional independence were performed for the selection of the factors, allowing the 43 combinations of factors to be analyzed. For the analysis, the contrast value, W$\^$+/and W$\^$-/, as each factor's rating, were overlaid to map laudslide susceptibility. The results of the analysis were validated using the observed landslide locations, and among the combinations, the combination of slope, curvature, topographic, timber diameter, geology and lineament show the best results. The results can be used for hazard prevention and planning land use and construction

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Frictional effects on the cyclic response of laterally loaded timber fasteners

  • Allotey, Nii;Foschi, Ricardo
    • Structural Engineering and Mechanics
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    • 제21권1호
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    • pp.1-18
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    • 2005
  • Foschi's connector model is used as a basic component in the development of nonlinear analysis programs for timber structures. This paper presents the extension of the model to include the effect of shaft frictional forces. The wood medium is modeled using the Foschi embedment model, while shaft friction is modeled using an elastic Coulomb-type friction model. The initial confining pressure for the case of driven fasteners is accounted for by a lateral shift of the load-embedment curve. The model is used to compute the cyclic response of both driven and inserted fasteners. The results obtained from the cases studied indicate that initial confining pressure and friction do not have a significant effect on the computed hysteretic response, however, they significantly affect the computed amount of fastener withdrawal. This model is particularly well-suited for modeling the hysteretic response of shear walls with moderate fastener withdrawal under lateral cyclic or earthquake loading.

산림바이오매스 이용을 위한 임목수확작업시스템의 현황 및 정책 분석 (Analysis of Policy and Status of the Logging Operation System for Forest Biomass)

  • 박상준
    • 한국환경과학회지
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    • 제29권2호
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    • pp.155-166
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    • 2020
  • This study was conducted to analyze the current situation of the logging operation system and to suggest an effective policy plan to secure important raw materials for the use of forest biomass. The dissemination of forestry mechanization and the establishment of the logging operation are important tasks to establish a system and reduce costs of timber production by increasing the use of forest biomass; this includes increasing the supply of timber for domestic products and increasing the production of wood chips and wood pellets. In particular, the efficiency of steep-slopes catenary system machinery for yarding such as tower-yarder and swing-yarder should be urgently supplied to cope with forest production and supply of forest biomass energy resources. In addition, it is necessary to continuously promote the dissemination of high-performance forestry machinery as is being done in Japan. At the same time, instead of distributing or retaining the spread of forestry machinery to the state and local governments, it is necessary to distribute timber production work centered on forest cooperatives or private timber producers to be carried out by wood producers, forest cooperatives and individuals.

리기다 소나무 정각재를 사용한 목재옹벽의 직결나사못 접합부 내력 성능 평가 (Strength Performance Evaluation of Threaded Nail Joints of Wooden Retaining Wall Using Pitch Pine (Pinus rigida Miller) Square Timber)

  • 송요진;김건호;이동흡;황원중;홍순일
    • Journal of the Korean Wood Science and Technology
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    • 제39권1호
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    • pp.53-59
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    • 2011
  • 시험 시편은 1개의 횡목과 2개의 종목이 직결나사못 2개로 연결된 접합부(Type-A)와 2개의 횡목과 2개의 종목이 4개의 직결나사못으로 연결된 접합부(Type-B)를 제작하였다. Type-B를 보강하기 위하여 횡목간의 연결부를 끝면거리 5D로 반턱이음하여 2개의 직결나사를 사용한 접합부(Type-C), 끝면거리 10D로 반턱이음한 접합부(Type-C1)와 끝면거리 10D, 직결나사 3개를 사용한 접합부(Type-C2)를 제작하였다. 압축형 전단 내력 시험결과 Type-B의 내력을 기준으로 Type-B를 보완한 Type-C는 약 30% 감소하였고, Type-C에서 끝면거리를 증가시킨 Type-C1은 Type-B와 비슷한 내력을 보였으며, Type-C1에서 직결나사못의 개수를 3개로 증가시킨 Type-C2는 Type-C1과 비교하여 1.28배 내력을 나타냈다. 기존 정각재를 이용한 옹벽의 접합부 중 긴 횡목과 짧은 횡목이 2개의 종목과 연결되는 접합부는 내력이 저하되기 때문에 이를 대체하기 위하여 실험을 실시하였다. 따라서 Type-B를 Type-C2로 대체한다면 옹벽 시공시 직결나사못에 의한 목재의 할렬, 파단과 시공시간이 줄어들고 접합 내력이 증가할 것으로 기대된다.

리기다소나무 방부 정각재를 이용한 목재 옹벽의 강도 성능 평가 (Strength Properties of Wooden Model Retaining Wall Using Preservative Treated Square Timber of Domestic Pinus rigida Miller)

  • 박준철;김건호;이동흡;황원중;홍순일
    • Journal of the Korean Wood Science and Technology
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    • 제38권6호
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    • pp.532-540
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    • 2010
  • 국내산 주요 침엽수 소경목의 활용 방안으로 리기다소나무를 이용한 목재 모형 옹벽을 제작하여 강도 성능을 평가하였다. 목재 모형 옹벽은 가로, 세로 11 cm의 CUAZ-2 처리한 리기다소나무 방부 정각재를 사용하여 3개의 Type으로 제작하였다. 각 Type별 옹벽은 횡목 4층 종목 3층 총 7층의 높이 86 cm, 길이 300 cm, 폭 93 cm로 제작 하였으며 기본형인 Type I과 목재 사용량을 줄이기 위해 중간에 긴 종목과 짧은 종목을 번갈아 사용한 Type II, Type II와 동일하게 제작한 후 횡목의 연결부위를 보강목으로 보강한 Type III으로 제작하였다. 각 Type별 옹벽은 수평 재하 시험을 통한 강도 성능 평가와 화상처리를 통한 구조물의 변형을 검토하였다. 수평 재하 시험 결과 최대 하중을 비교해 보았을 때 Type I은 63.17 kN/m, Type II는 57.80 kN/m, Type III은 60.97 kN/m으로 나타났다. 화상 처리를 통해 측정된 전면부의 최상층 변형을 비교해 보았을 때 Type I에 비해 Type II의 변형이 약 1.5배 많은 변형을 보였으며 Type I과 Type III은 비슷한 변형을 보이는 것을 알 수 있었다. 실험 결과 Type III의 경우 목재 사용량을 절감하면서도 양호한 강도성능을 확인 할 수 있었다.

여수지역 재래 민가(在來 民家) 가구(架構) 구성의 공통형에 관한 연구 (A Study on The Common Form of Timber Framework of Folk House in Yeosu City)

  • 박찬;와타나베 마사히로;김정균
    • 한국농촌건축학회논문집
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    • 제19권4호
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    • pp.67-75
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    • 2017
  • This paper overall and systematically investigates of basic design know-how on commonly indwelling timber framework in a folk house in Yeosu area. in other words, Setting the goal of 'investigates of common form of timber framework', and for this goal, surveyed and analyzed for folk house a lot of findable in Yeosu area. As a result, elicits for four types plural common form((1) 4 front 'kan' - a hipped roof construction - front 'toi'/3 'ryang' - no central pillar/side beam type, (2) 4 front 'kan' - a hipped roof construction - front 'toi'/3 'ryang' - one side central pillar/central side beam type, (3) 4 front 'kan' - a hipped roof construction - front/back 'toi'/2'kozu'5'ryang' - no central pillar/side beam type, (4) 4 front 'kan' - a hipped roof construction - front/back 'toi'/'2kozu'5'ryang' - one side central pillar/central side beam type). Common form is at that time, so commonly located in the head of the technician that a form that play an exemplary role in design, or it is concretely assumed for commonly aimed form. in other words, Common form is come into existence on premise for basic design data. Documentation of folk house design know-how is done through this, and the base design and specification of korean private house is written in the contents divided into by areas.

식생활 스타일에 따른 단기소득임산물의 소비행태 (Non-Timber Forest Products Consumption Behaviors According to Dietary Lifestyle)

  • 유현정;송유진
    • Human Ecology Research
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    • 제54권1호
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    • pp.107-118
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    • 2016
  • This study examined differences in consumers' images of short-term income forest products, preference, willingness to pay prices and purchase behavior according to dietary lifestyle as well as investigated what factors influence the degree of satisfaction when purchasing short-term income forest products and willingness to repurchase. According to dietary lifestyle, the results classified consumers as 'frugal housewife type,' 'convenience-seeking type,' and 'food high-involvement type.' A 'food high-involvement group' is defined as a group that wants high quality products regardless of price. In the 'frugal housewife type,' country of origin and hygiene/safety (considered when purchasing food) had positive influences on the degree of satisfaction. In the 'convenience-seeking type,' country of origin (considered when purchasing food) had a positive influence on the degree of satisfaction while country of origin (checked when purchasing food) had a negative influence on degree of satisfaction. Consumers had a lack of perception for short-term income forest products; subsequently, short-term income forest products had a weakness of low access to consumers. Therefore, farms for short-term income forest products need to divide products into 'high-priced' luxury products and 'low-priced' frugal products according to dietary lifestyle characteristics, improve packaging status to enable consumers to check quality certificates, and clearly indicate country of origin as well as improve distribution processes and increase consumer access to products.

H형강 플랜지 두께변화에 따른 구조용집성재 접합부의 탄소성거동 (Elasto-plastic behaviour of structural laminated timber joint by flange thickness of H beam)

  • 김순철;양일승
    • 한국강구조학회 논문집
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    • 제18권3호
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    • pp.385-393
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    • 2006
  • 목구조의 효율적인 이용은 건설산업에 있어 자재생산에 따른 에너지의 대량소비 및 폐기물유발을 감소할 수 있어 친환경적인대응방안으로 주목받고 있다. 이러한 친환경적인 목재의 수요를 증대시키기 위해서는 중 대형 목구조를 필요로 하는데 기존의 단일부재 및 접합부로써 중 대형 목구조를 실현하는 데는 한계가 있다. 그러므로 중 대형 목구조의 가능성을 높이기 위해서는 구조용집성재의 사용 및 다른 재료를 병합한 효율적인 접합방법이 필요로 하게 된다. 본 연구는 중 대형 목구조용 2방향 라멘접합부 개발을 목표로 하여 H형강과 구조용집성재를 사용한 플랜지의 두께(None, 6mm, 9mm, 12mm)이며, 접합부의 휨 실험을 통해 강성, 강도, 구조용집성재의 응력분포, H형강 플랜지의 변형도 및 파괴형상을 파악하였다. 실험결과, H 형강의 플랜지 두께가 9mm, 12mmm인 실험체는 높은 강도와 우수한 변형능력을 발휘하였다. 또한 H 형강의 플랜지 두께가 9mm, 12mm인 실험체의 이력거동은 매우 크고 매우 높은 에너지 흡수능력을 가지고 있었다.

구조용 강철과 구조용 집성재 복합재료 보의 역학적 성질 (Mechanical Properties of Composite Materials Composed of Structural Steel and Structural Glued Laminated Timber)

  • 장상식;김윤희;장영익
    • Journal of the Korean Wood Science and Technology
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    • 제37권4호
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    • pp.300-309
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    • 2009
  • 목재를 이용한 구조의 효율적인 사용은 자원의 낭비를 줄이고 세계 환경을 보호할 수 있다. 이 연구는 대단면 목조건축을 위해 강재와 구조용 집성재를 이용한 내화성능을 지닌 복합재료의 개발을 목적으로 한다. 내화 시험에 앞서 구조용 강재와 구조용 집성재를 이용한 복합재료의 휨강도 특성을 확인하고자 한다. 구조용 강재 보(H type)와 구조용 집성재 보, 구조용 강재와 구조용 집성재를 이용한 복합재료 보의 휨시험을 시행하였다. 구조용 집성재간의 접착제로는 레졸시놀계를 사용하였으며 구조용 강재와 구조용 집성재 간의 접착제로는 폴리우레탄 수지를 사용하였다. 휨시험은 KS F 2150에 의거하여 시행하였으며 각각의 평균 최대하중은 복합재료가 137.5 kN, 구조용 집성재가 106.5 kN, 구조용 강재가 48 kN을 나타내었다. 구조용 집성재가 높은 휨탄성력을 지니고 있기 때문에 복합재료를 사용할 경우 구조적 안정성을 부여할 뿐 아니라 친환경적인 재료로 이용될 수 있을 것이다.

일본(日本)의 임목육종(林木育種) 및 삼림경영연구동향(森林經營硏究動向) (The Tendency of Scientific Research of Tree Improvement and Forest Management in Japan)

  • 김영호;손두식
    • Current Research on Agriculture and Life Sciences
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    • 제2권
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    • pp.42-55
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    • 1984
  • The direction of scientific researches on tree improvement and forest management in several universities and research institutes in Japan can be summarized as follows: They put a great emphasis on sugi, Cryptomeria japonica and cypress, Chamaecyparus oblusa which are two major conifer species largerly planted in the Japanese forestry. In the research of sugi, a great concern has been made in evaluating inheritance of forest tree, quantitative characters and genetic parameter of growth, and in breeding for resistance to diseases and insects and to all the natural calamities. Interaction between environmental conditions and genetic nature of tree can be concerned factors in relation with forest damage, together with silvicultural conditions and pest infestation. Selfing hybrids of $F_1$ made from crossing twisted-leaf sugi, defomity leaf type and midori sugi, normal leaf type segregated the normal needle, twisted needle, green leaf and albino leaf type. It seemed that separation of many defomity individuals can be governed by two dominant complementary genes and from the near loci of which it was detected lethal genes. 52% of Japanese forestry is occupied by the small forest landowners like Korean forestry. This made difficulty for forest improvement such as progressive afforestation and for capital accumulation form forestry. The Forest Corporation was established at first in 1959 to aming at productive forestry structure and forest management, and afforestation. For these purpose, 35 Forest Corporations are at moment operating throughout Japan. However, investment in forestry business becomes less attractive since the wage in forest production duction increased in higher trend. than timber price. Therefore, an artifical afforestation becomes yearly decreased. At present. the self-sufficient rate of timber production in Japan is about 35%, and so a great effort is being made to increase self-sufficient rate of timber production.

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