• 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.

• 한국공간구조학회논문집
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• 제23권1호
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• pp.69-76
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• 2023

A timber lattice roof, which has around 30m span, was constructed. In order to figure out the realistic buckling load level, the structural analysis of this roof structure was performed especially by stiffness of connection with various asymmetric snow load. Due to the characteristics of application of snow load, the load combinations of snow should be considered not only global area but also local part so that the critical buckling load could be observed as easy as possible. Geometrical imperfection was simulated to consider inaccurate shape of structure. And then nonlinear analysis were performed. Finally, this paper could investigate that the asymmetric snow load with the lower level stiffness of connection decreased the level of buckling load significantly.

• 한국공간구조학회논문집
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• 제22권3호
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• pp.15-24
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• 2022

In this research, the case of modern wooden structures since 1950 with span of 30m or more was investigated and analyzed the construction status and structural planning characteristics of wooden large space architecture. As a result, wooden large space buildings have built around Asia, North America, and Europe, in which cases of ice skating stadiums with span of 30m to 60m were concentrated. In the case of baseball parks and football stadiums, even a span of about 165m was built in a wooden structure. In addition, it was found that the structural systems used in wooden large space structures were a funicular arch and truss structure, in that cases, funicular arch system consisting of radial arrangements was used in the examples exceeded 150m and the two way truss system was also used in long span wooden structures exceeding 100m. As the truss structure with a tie-rod or the flexure+tension structure was partially investigated, it can be seen that various timber structural systems need to be devised and researched. Also, It was investigated that a technique in which some members of the truss are made of steel or a composite member of steel and timber is also possible to develop

• 한국공간구조학회지
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• 제18권1호
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• pp.22-29
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• 2018

• 건축역사연구
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• 제15권4호
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• pp.75-86
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• 2006

Korea is closed to China in the geographical position and is related to China as two countries have developed similar culture, art, and social systems. Architecture is a kind of culture and has advanced in the wooden architecture with a considerable change. The study investigated a phylogenetic relationship between two countries based on characteristics of architectural universality. With comparison and analysis on the common feature and difference of the beam and structure in the wooden architecture from the Koryo and Zhejiang Province(China), the systemicity of the wooden architecture was examined. The beam is a part of timber which is consist of the wooden structure frame and also a crucial subject to understand a development process of the wooden architecture.

• Journal of Forest and Environmental Science
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• 제29권1호
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• pp.99-108
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• 2013

This study was conducted to evaluate the non-timber forest functions of the Research Forest area of Kangwon National University. In this study, forest recreation function was investigated through survey method answered by forest management experts. The evaluation factors for forest recreation function were separated into external and internal factors. Each factor was classified into intermediate element and detailed element. Therefore in this study, the evaluation factors of forest recreation function were divided into two groups which are the potential of external factors and the suitability of internal factors. Potential of the external factors were divided into accessibility, location, landscape and induction factors while the suitability of internal factor was divided into stand structure, forest structure and human impact. The priority of the potential of external factors was in order that location, accessibility, induction factors and landscape. The most important factors for the location, accessibility, induction and landscape factors are based on regional characteristics.

• 한국산림과학회지
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• 제112권4호
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• pp.561-573
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• 2023

국유림은 사유림에 비해 높은 수준의 자본과 기술, 노동력을 투입할 수 있고 상대적으로 집약적인 관리가 가능하다. 따라서 국유림은 장기적인 목재 수요에 대비한 산림자원의 비축기지로서의 역할뿐만 아니라, 사회가 필요로 하는 산림의 다양한 기능을 안정적으로 발휘할 수 있어야 한다. 하지만 현재 국유림은 4영급 이상인 임분이 대부분으로, 영급이 불균형한 상태에서 목재수확기에 도달하고 있다. 따라서 체계적인 경영계획에 의한 목재수확이 이루어지지 않으면 국유림의 다양한 기능의 지속성을 보장하기 어렵다. 본 연구는 국유림의 영급구조를 개선하면서도 경제적·공익적 기능을 지속가능하게 유지하기 위한 국유림의 적정 목재생산량을 추정하는 것을 목표로 하였다. 이를 위해 먼저 국유림 내에서 목재생산에 적합한 지역을 분석하고, 다목적 선형기법을 적용하여 경제적 기능과 공익적 기능을 동시에 고려할 수 있는 산림경영계획모델을 개발하였다. 분석 결과, 국유림 내 목재생산 적합 지역의 면적은 약 488천ha로, 이를 중심으로 목재수확을 적절하게 관리하면 영급분포가 개선되고 공익적 기능도 지속가능하게 유지되는 것으로 나타났다. 향후 100년 동안 국유림에서 생산 가능한 목재량은 연평균 약 200만m³으로, 이는 연간 국산목재 공급량의 44% 수준을 차지하는 것으로 나타났다.

• Smart Structures and Systems
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• 제15권3호
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• pp.769-785
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• 2015

Although timber structures have been extensively used in underground temporary supporting system, their actual performance is poorly understood, resulting in potentially conservative and over-engineered design. In this paper, a novel wireless sensor technology, SmartPlank, is introduced to monitor the field performance of timber structures during underground construction. It consists of a wooden beam equipped with a streamlined wireless sensor node, two thin foil strain gauges and two temperature sensors, which enables to measure the strain and temperature at two sides of the beam, and to transmit this information in real-time over an IPv6 (6LowPan) multi-hop wireless mesh network and Internet. Four SmartPlanks were deployed at the London Underground's Tottenham Court Road (TCR) station redevelopment site during the Stair 14 excavation, together with seven relay nodes and a gateway. The monitoring started from August 2013, and will last for one and a half years until the Central Line possession in 2015. This paper reports both the short-term and long-term performances of the monitored timber structures. The grouting effect on the short-term performance of timber structures is highlighted; the grout injection process creates a large downward pressure on the top surface of the SmartPlank. The short and long term earth pressures applied to the monitored structures are estimated from the measured strains, and the estimated values are compared to the design loads.

• 한국가구학회지
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• 제24권4호
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• pp.426-432
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• 2013

Fire resistance and impact sound insulation tests were performed for a floor assembly, of which stiffness was reinforced by shortening the span of floor joists by installing glulam beam additionally in the middle or one thirds of the original span, and which an additional ceiling component was installed apart from floor structure. By applying the isolated ceiling, timber framed floor showed 1 hour of fire resistance even in case that dead load was increased by considering cement mortar layer for radiant floor heating. Insulation performance against light and heavy impact sound was improved significantly by applying the sound absorbing layer of big mass and high elasticity in addition to the stiffness improvement and isolated ceiling.

• Journal of the Korean Wood Science and Technology
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• 제33권2호통권130호
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• pp.8-16
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• 2005

In an effort to encourage the development of value added engineered applications for small diameter round timber, research is being conducted to develop and verify design guidelines for connections with specific application to round timbers. The objective of this research is to provide potential users with a number of viable connection options applicable in the fabrication of engineered, round wood structural components and systems. Target uses include trusses, built up flange beams and space frames. This paper presents information on a mortised steel plate connection fabricated using powder driven nails in 6 cm diameter Japanese Larch. The design load for PDN connections are around 1.3 kN per nail with strip and 0.8 kN per nail without stripe. The design model for PDN connectors could be chosen by the number of nails. If the number of nails are more than the critical number between nail bearing and wood failure, the wood failure model could be the way to design the structure safely. The wood failure model needs to be studied more but the model could be the tensile and cleavage mixed failure model.