• Journal of the Korean Wood Science and Technology
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• 제37권5호
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• pp.465-473
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• 2009

Three failure theories were studied to evaluate the wood strength variation with grain slope. Maximum stress theory, Tsai-Hill theory and Hankinson formula were presented to hypothesize the failure of wood according to grain slope to loading direction. Red pine and Japanese larch were used as materials to simulate failure strength prediction with grain slope. Calculation of strength results was that the strength of wood drops rapidly between parallel to grain orientation (0 degree) and 15 degree grain orientation. The strength of wood with grain orientation were somewhat different at small grain angles among failure theories, and this tendency was due to tension and compression distinction, and shear accounting in each theories. For the above 45 degree grain orientation, the predicted failure strength of wood with grain variation were very close in each failure theories and were useful in assessing failure strength of wood. The applicable these theories should be considered that the wood has different behavior in tension and compression, and this lead to different strength at small grain angles in each theories. Furthermore, reconsideration is needed to assess the failure strength of wood at small grain angles in Hankinson formula and further studies are necessary to accounting for shear behavior at small grain angles.

• Journal of the Korean Wood Science and Technology
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• 제42권2호
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• pp.101-111
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• 2014

In this study the effect of heartwood-coating (HCO), vapor-dam (VD), bark-remaining (BR) and bark-remaining-coating (BRC) treatments on the air circulating oven-drying characteristics of Japanese larch hollowed round-post was evaluated. The drying times of the hollowed round-posts for control, VD, HCO and BR specimens were 72, 168, 204 and 240 hours, respectively, from the initial MC to about 8% MC, which was recommended as the indoor in-use MC. The temperature in the hole of the VD specimen was lower than that of wood and the difference between air temperature in the hole and wood temperature became large during drying period. The vapor pressure of air in the hole was higher than that of inside wood for all specimens except VD specimen. The surface checks on all specimens were observed in increasing order of BR, BRC, UC, HCO and VD specimens.

• Journal of Forest and Environmental Science
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• 제27권2호
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• pp.113-118
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• 2011

This study was carried out to analyze annual diameter growth characteristics for major 11 tree species using the data for Gangwon province of the National Forest Resources Inventory in 2007. The annual diameter growth of coniferous species was 5.02 mm, 4.70 mm, and 3.90 mm in Korean white pine, Japanese larch, and Korean red pine, respectively. In growths of the deciduous trees, dogwood, basswood, and cork oak had 3.55 mm, 3.48 mm and 3.01 mm, respectively. Average of the annual diameter growths for all species was 3.38 mm. The relationship between diameter growth and age class showed that the growth rate decreased for all species as age increased. The age class II had the highest annual diameter rate. In relation of the stand density(trees per hectare) and diameter growth, the diameter growth tended to decrease as the stand density increased for most species, especially Korean white pine, cork oak, and basswood. Finally age had the highest value in the correlation coefficients between measurement factor and growth rate regardless of species.

• Journal of the Korean Wood Science and Technology
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• 제51권5호
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• pp.345-357
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• 2023

The present study conducted a stem analysis to trace growth information of Japanese larch (Larix kaempferi) and predict the future changes in growth volume. For this purpose, six L. kaempferi trees over 47 years old were cut at 1-2 m intervals from a height of 0.2 m, and circular plates of 5 cm thickness were collected for stem analysis. The analysis indicated that approximately 1-8 years are required to grow up to chest height. The annual height and diameter growth increased rapidly until the trees are 15 years old and gradually decreased after 20 years. The volume of 30-year-old trees in Oegam-ri forests, which were well-managed after artificial reforestation, was 0.4837 m³, whereas that in unmanaged Singi-ri forests was 0.1956 m³. Although the volume of individual trees differed greatly depending on the forest management status, it was found that the volume increased by 1.67-1.76, 2.49, and 3.49 times at 40, 50, and 60 years age, respectively, compared to the legal harvesting age 30. Therefore, factors such as the carbon dioxide reduction effect, forest management benefits, and the condition of trees at the site should be considered before harvesting trees.

• 한국산림과학회지
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• 제85권2호
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• pp.316-324
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• 1996

본(本) 연구(硏究)는 몇가지 침엽수중(針葉樹中) 소나무, 낙엽송, 리기다소나무, 잣나무 간벌림(間伐林)에서 기준적(基準的)인 1인(人) 1조(組)의 작업방법(作業方法)을 통하여 임금구성상(賃金構成上) 또는 작업공정구성상(作業功程構成上) 기본적(基本的)인 작업시간(作業時間)과 더불어 대별되는 일반시간(一般時間)을 관계시간연구(關係時間硏究)에 의하여 구명(究明)하였다. 1. 시간연구(時間硏究)에 의해 4가지 수종별(樹種別)로 산출(算出)된 일반시간(一般時間)을 침엽수(針葉樹)에 일반적(一般的)으로 적용(適用)하기 위하여 일반시간(一般時間)의 동일구성(同一構成)으로 부터 최대값을 선정(選定)한 결과 인적여유시간(人的餘裕時間) 1.8%, 휴식시간(休息時間) 14.1%, 물적여유시간(物的餘裕時間) 12.5%, 대기시간(待機時間) 0.4%로 산출(算出)되었으며, 이로부터 작성(作成)된 조정일반시간(調整一般時間)의 비율합계(比率合計)는 28.8%로 나타났다. 2. 시간연구(時間硏究)를 통한 표준작업시간(標準作業時間) 추정식(推定式)을 수종별(樹種別)로 산출(算出)하여 관계시간연구(關係時間硏究)로 부터 조정(調整)된 일반시간(一般時間)을 합산(合算)함으로써 임금표(賃金表)나 공정표(工程表)에 사용(使用)되는 "예상임금(豫想賃金) 기준시간(基準時間)"을 표로 작성(作成)하였다.

• Journal of the Korean Wood Science and Technology
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• 제35권6호
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• pp.1-12
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• 2007

한국형 목조건축 실현 및 국내산 조림 낙엽송의 유효 이용을 위해 전통목구조에 있어 널리 사용되는 짜맞춤 공법을 응용한 기계 프리컷 방식으로 드리프트 핀 접합한 낙엽송 집성재 기둥-보 곡법에 대해 수평전단내력성능을 평가하였다. 기계 프리컷 가공된 부재로부터 기둥-보 공법으로 이루어진 골조구조체, 골조와 경골목구조 공법을 혼용한 벽구조체에 대해 현행 KS F 2154 기준에 의거하여 수평전단반복시험을 행하여 얻어진 하중-변위로부터 전단 변형과 전단력의 관계를 산출하였다. 무재하식 수평전단 가력에 의해 최대 전단내력을 골조구조체에서 1.9 kN/m, 벽구조체에서 9.7 kN/m, 전단강성계수는 167 kN/rad, 8198 kN/rad로 각각 나타났다. 골조구조체는 벽구조체에 비해 하중 분담률이 20% 정도, 강성에 있어서는 2% 정도로 나타났으며, 전단내력벽의 최대 전단내력은 골조에 비해 상대적으로 변형성능이 낮게 나타났다. 일본건축학회의 벽배율 산정법에 의한 전단내력벽의 벽배율은 1.5로 산출되었다. 전단내력벽의 전단성능 향상을 위해서는 주각부 및 기둥-보, 못과 면재에 대한 차후 검토와 수평전단 가력법에 대한 검토가 필요한 것으로 판단되었다.

• 한국환경생태학회지
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• 제21권4호
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• pp.356-365
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• 2007

본 연구는 상관에 의한 현존식생 및 종조성표 분류법과 배열법의 군집분류법을 적용하여 치악산국립공원 구역의 식생천이 경과에 따라 변화된 식물군락구조를 분석하였다. 현존식생은 신갈나무림(33.1%)이 가장 넓은 면적을 차지하였으며 다음으로 혼효림(16.2%), 일본잎갈나무림(15.6%), 낙연활엽수림(14.7%), 소나무림(11.1%), 잣나무림(2.3%), 리기다소나무림(0.1%)순이었다. 식생은 당단풍-신갈나무군락, 층층나무-까치박달군락, 졸참나무군락, 소나무군락 및 식재림으로 분류되었다. 당단풍-신갈나무군락은 하위단위 군락으로 서어나무-조릿대군락, 물푸레나무군락, 노린재나무-대사초군락이 구분되었다. 종조성표의 분류법과 배열법의 식물군락 분류는 유사하였다. 식생천이는 산중턱 이상에서 신갈나무(교목층)-당단풍(아교목층)-철쭉(관목층)이 결합하여 극상림을 이룰 것으로 예측되었다.

• 한국산림과학회지
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• 제74권1호
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• pp.82-87
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• 1986

대다수의 잣나무가 잣을 수확(收穫)하는 과정에서 수간(樹幹) 정단부(頂端部)의 인위적인 손상으로 말미암아 전형적인 잣나무 수형(樹型)을 잃게되는 점에 착안하여, 정상적으로 생육한 낙엽송과 비교하여 임본(林木) 제형질(諸形質)들의 관계를 조사 연구하였다. 동령급(同齡 級)의 두 수종(樹種)을 비교한 결과, 잣나무는 원단부(原端部)의 절단(切斷)으로 인하여 정상적인 수고생장(樹高生長)을 못하고 있음을 알 수 있으며, 또한 심하게 분간(分幹)되거나 굴곡된 수간(樹幹)은 이용재적(利用材積) 값을 낮추는 결과를 초래하여 본재생산(木材生産)의 측면에서는 바람직한 수형(樹型)을 갖지 못하고 있었다. 그러나 잣을 수확(收穫)할 수 있고 용재(用材)를 생산할 수 있는 잣나무의 특성을 감안하여, 조림투자(造林投資)에 대한 회수율(回收率)을 최대화하기 위한 잣나무 식재림(植栽材)에 대한 경영적(經營的) 대안(代案)을 제시하였다.

• 한국환경과학회지
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• 제21권1호
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• pp.97-103
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• 2012

Suspended wood waste was being inflow into the dam and the problem of waste disposal has been occurred. In this study, ethanol production using woody floater wastes was performed to estimate value in use for raw material of renewable energy. To achieve the goal, experiments of acid hydrolysis and ethanol fermentation using dam woody floater as raw materials for bioethanol was carried out. In the results of field survey in the chungju dam, kind of woody floater was mainly Japanese larch (Larix leptolepis) and hybrid poplar (Populus tomentiglandulosa). The results of sugar extraction showed that sugar content was higher in Larix leptolepis than Populus tomentiglandulosa. Extracted sugar from wood waste was effective consumed by yeast(P. Stipitis and S cerevisiae). In the experiment consumption of sugar including glucose, galactose and xylose, the consumption rate of S. cerevisiae is faster than that of P. stipitis. and efficiency for ethanol production is higer in S. cerevisiae than P. stipitis. Also it can be confirmed that resource as ethanol production using wood waste was available.

• 한국가구학회지
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• 제21권1호
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• pp.26-39
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• 2010

This is a leading study to replace the structural analysis methodology on the specific traditional joint by a numerical analysis. Tests were carried out to test the compressive methodologies with the numerical results. The Japanese larch was used as a sample. The Orthotropic property of wood was specifically considered for the finite element numerical analysis. Linear numerical analysis and non-linear numerical analysis for the BEAM element and the two SOLID elements of ANSYS were used to analyze the compressive performance. In addition, more finely divided elements were used to raise the accuracy of the numerical result. Finally, the statistically significant differences were tested between that of the analytical and numerical results. It could be concluded that the SOLID 64 element shows the most optimum result when the non-linear analysis with the more finely divided element was used. However, finely dividing of the element is a considerable time consuming process, and it is quite difficult to raise the accuracy of the non-linear numerical analysis. Therefore, if considering the vertical displacement to be of the only interest, the BEAM element is more efficient than the SOLID element because the BEAM element is reflected as a simple line, which is less time consuming and difficult in dividing the elements. But, the BEAM element cannot accurately model the knot as a strength defect factor which is an important property in the orthotropic property of wood. Therefore, the SOLID element should be used to model the strength defect factor, knot, as it can be efficiently applied on the structural size flexure member which could be more strongly effected by the knot. In addition, it is useful at times when the failure types of members are to be more closely investigated, as the SOLID element is able to examine the local stress distribution of the member. The conclusion drawn by this study is of the good concordance between analytical results and numerical results of compressive wood members, but how orthotropic properties should only be considered. The numerical analysis on the specific Korean traditional joints will be based on the current study results.