• 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.

• 한국건축시공학회지
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• 제24권3호
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• pp.331-341
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• 2024

본 연구에서는 구조용 집성재 보의 휨강도 및 연성능력을 보완하고자 강재-목재 합성보의 휨성능을 평가하였다. 실험체는 구조용 집성재 보 1식과 강재-목재 합성보 2식으로 구성하였다. 강재-목재 합성보는 부착 방법에 따라 액상형 접착제와 나사못을 사용하여 휨성능을 평가하였다. 실험결과, 강재-목재 합성보는 구조용 집성재 보에 비하여 구조성능이 약 2~3배 높아 휨강도 및 연성능력이 충분히 확보된 것으로 나타났다. 또한, 액상형 접착제를 사용한 경우가 나사못을 적용한 실험체에 비하여 우수한 구조성능을 보여주었다.

• 한국산림과학회지
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• 제89권1호
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• pp.126-134
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• 2000

본 연구는 문화재용 목재의 수급 및 유통 실태를 파악하는데 목적을 두었다. 문화재용 목재는 문화성, 공공성, 고품질성이라는 특성을 갖고 있으며, 이 특성으로 인해 일반용재에 비해 매우 높은 가격에 거래되고 있다. '98년 문화재용 목재 수요는 약 1.8만$m^3$이며, 그 중 특수재 및 특대재는 총 수요의 35.5%인 6.3천 $m^3$로 추정되었다. 문화재용 목재공급은 주로 국유림(16.7%) 및 강원도 민유림(65.7%)에서 생산된 것으로 추정되며, 최근 강원도로 집중되는 경향을 보였다. 그러나 소나무 대경목의 자원 부족으로 문화재 수리 시 외재가 일부 대체목으로 사용되고 있다. 또한 문화재수리업자는 문화재용 목재수요는 증가할 것이나 대경재 공급은 어려울 것으로 인식하고 있었다. 결국 문화재용 목재수급을 통한 목조건축문화재의 전통을 계승하기 위해서는 소나무 대경재 생산을 목표로 한 산림경영계획이 절실히 필요하다고 할 수 있다.

• 한국CDE학회논문집
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• 제18권2호
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• pp.148-154
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• 2013

Han-ok (the Korean traditional house) is famous for its beauty and healthful aspects. However, its construction cost is too high because of the manual process of parts such as rafter, timber, etc. These days, many people want to build a modernized Korean traditional house at a low cost. In order to do so, the rafter machining process is required to be automatized using a CNC machine. It is also observed that, generally the timber does not have a uniform shape. Therefore, it is also needed to examine the timber shape before starting its processing. This paper presents the concept design of the rafter processing CNC machine, and a 3D laser scanning system. The laser scanner is developed to acquire 3D details of the timber shape. Furthermore, the results of simulated experiments are presented to investigate surface roughness during the machining process of the timber. Since cutting parameters largely influence on surface roughness and cusps formation, it is needed to achieve optimal machining parameters. Several experiments were carried out changing cutting parameters such as cutting tool diameter, feed-rate, and spindle speed.

• Steel and Composite Structures
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• 제50권6호
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• pp.689-703
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• 2024

Construction of high-rise structures, formwork systems that can be installed quickly, resistant to external loads, can be used more than once, have become a necessity. Timber and composite timber materials are preferred in the formation of such formwork systems due to their durability, ease of assembly, light weight and easy to use more than one time. Formwork beams are the most commonly used structural component in the formation of such formwork systems, and these beams can be damaged for different reasons during their lifetime. In this study, H20 top P type timber formwork beams with 1800 and 2450 mm length which is among the products of DOKA(c) company is damaged under the effect of static loading up to a high load level of 85% of the maximum ultimate capacity and after being retrofitted using anchored CFRP strips, performance and behavior of the beams under the influence of various loading types such as static, fatigue and impact are investigated experimentally. Two different lengths of retrofitted timber formwork beams were tested by applying monotonic static, fatigue and impact loading and comments were made about the effects of the retrofit method on performance under different loading types.

• Earthquakes and Structures
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• 제18권6호
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• pp.731-742
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• 2020

Due to incessant earthquakes, many historic South Nias traditional timber houses have been damaged while some still stand today. As Nias is part of an extremely active tectonic region and the buildings are getting older by day, it is essential that these unique houses are well maintained and functioning well. A post-earthquake condition assessment was conducted on 2 selected buildings; 'Building A' survived the seismic shakings while 'Building B' got severely damaged. The overall condition assessment of "Building A' was found out to be poor and the main structural members were not performing as intended. In 'Building B', the columns were not well anchored to the ground, no tie beams to tie the columns together, and eventually, the timber columns moved in various directions during the earthquake. The frequent earthquakes along with deterioration due to lack of proper maintenance program are responsible for the non-survival of the buildings. Thus, a process guideline for managing the maintenance of these buildings was proposed. This is necessary because managing the maintenance works could help to extend the life of the buildings and seek to avoid the need for potentially expensive and disruptive intervention works, which may damage the cultural significance of the buildings.

• 국제초고층학회논문집
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• 제12권2호
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• pp.145-152
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• 2023

Typical floor systems in contemporary tall buildings consist of reinforced concrete or composite metal deck over framing members and account for a majority of the structural weight of the building. The use of high-density materials, such as reinforced concrete and steel, increases the weight of floor systems, reducing the system's overall efficiency. With the introduction of high-performance materials, mainly mass timber products, and fiber-reinforced composites, in the construction industry, designers and engineers have multiple options to choose from when selecting structural materials. This paper discusses the application of mass timber and carbon fiber composites as structural materials in floor systems of tall buildings. The research focused on a comparative analysis of the structural system efficiency for five different design options for tall building floor systems. Finite Element Analysis (FEA) method was adopted to develop a simulation framework, and parametric structural models were simulated to evaluate the structural performance under specific loading conditions. Simulation results revealed the advantages of lightweight structural materials to improve system efficiency and reduce material consumption. The impact of mechanical properties of materials, loading conditions, and issues related to fire engineering and construction were briefly discussed, and future research topics were identified in conclusion.

• 건축역사연구
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• 제33권1호
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• pp.45-60
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• 2024

This study aims to examine the cutting traces remaining on the bracket tie beams of Sungnyemun gate, identifying the tools employed during the late Goryeo to early Joseon periods by specific processes, and deliberating on the timber shaping techniques utilized in advanced architectural construction during the late Goryeo to early Joseon eras. Through the research, it was confirmed that in the production of Sungnyemun Gate's bracket tie beams during the 14th to 15th centuries, both the timber splitting and ripsawing methods were used in conjunction. Moreover, the wood finishing process revealed the use of a plane. It can be inferred that the characteristics of the plane used during that time were not significantly different from those observed in the later period of the Joseon dynasty. The ripsawing and plane finishing techniques were evident in various parts of the bracket tie beams of Sungnyemun gate across the reigns of king Taejo and Sejong, indicating that the techniques involving ripsaw and plane were already prevalent in the late Goryeo period. Consequently, it can be inferred that the ripsawing and plane finishing techniques might have been applied in the construction of prominent government buildings in Hanyang(Seoul), including Gyeongbokgung Palace, and in the residences of royalty and nobility after the establishment of the Joseon dynasty.

• 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.

• Journal of the Korean Wood Science and Technology
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• 제37권2호
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• pp.128-136
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• 2009

Curved glued laminated timber (glulam) is rapidly coming into the domestic modern timber frame buildings and predominant in building construction. The radial stress is frequently occurred in curved beams and is a critical design parameter in curved glulam. Three models, Wilson equation, Exact solution and Approximation equation were introduced to determine the radial stress of curved glulam under pure bending condition. It is obvious that radial stress distribution between small radius and large radius was different due to slight change of neutral plane location to center line. If the beam design with extremely small radius, it should be considered to determine the exact location of maximum radial stress. The current standard KSF 3021 was reviewed and would be considered some adjustment determining the optimum radius in curved glulam. Current design principle is that the stress factor is given by the curvature term only in constant depth of the beam, but like tapered or small radius of beams, the stress factor by Wilson equation was underestimated. So current design formula should be considered to improvement for characterizing the radial stress factor under pure bending condition.