• 한국농촌건축학회논문집
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• 제15권4호
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• pp.35-42
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• 2013

The study aims to investigate general characteristics of Jae-sil from an architectural perspective by grasping location, deployment, structure, and plan composition based on existing inhabited conditions in Jeollabukdo. Results derived from the study are as follows. First, the location of Jae-sil is classified into mountainous and village types, and the two types showed a similar distribution. The village type showed the most distribution in the foot of a mountain in the rear of village, while the mountainous type is close to graveyard. The Jae-sil were mostly exposed to south, southeast, and southeast, which was not significantly different from residence. For deployment of the Jae-sil, a "二" shaped house, where main quarter and gated building are parallel located, can be common, indicating that additional attached building is less required. Second, for the platform out of structural components, coursed masonry was conducted by using natural rocks, and placed were a prop on the platform, first line on processed foot stone, and others on natural foot stone. For pillar, front line round columns, while others square columns. The binding type of the upper part of pillar is dominated by jangyeosujang and sorosujang. For wooden frame structure, 5ryangs were the most distributed, and out of these, 1goju 5ryang was the most generally used. For a roof part, it was composed with gambrel roof with single eave, and the roof was constructed by placing traditional Korean tile roof on the top. Third, for a size of Jae-sil out of plan composition, although the facade and the side of it were presented in a diverse manner, 4 facade rooms and 1.5 side rooms were the most frequently presented, and all Jae-sil were equipped with front ceremonial space. For spatial composition of Jae-sil, main floored hall is placed at the center, and each room is placed on the left and right side to secure space for ancestral rite for participants of it, and for a house with 5 rooms or more, it shows that main floored hall and rooms are weighted from side to side.

• 한국환경복원기술학회지
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• 제15권2호
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• pp.137-147
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• 2012

GRS is an effective urban ecology restoration technique that can manage a variety of environmental functions such as ecological restoration, rainwater spill control and island heat effect from a low-impact development standpoint that can be utilized in new construction and retrofits. Recently, quantitative evaluation studies, both domestic and abroad, in the areas related to these functions, including near-earth surface climate phenomenon, heavy rainwater regulation, thermal environment of buildings, have been actively underway, and there is a trend to standardize in the form of technological standards. In particular, centered on the advanced European countries, studies of standardizing the specific insulation capability of buildings with green system that comprehensively includes the green roof, from the perspective of replacing the exterior materials of existing buildings, are in progress. The limitation of related studies in the difficulties associated with deriving results that reflect material characteristics of continuously evolving systems due in part to not having sufficiently considered the main components of green system, mechanisms of vegetation, soils. This study attempts to derive, through EnergyPlus, the effects that the vegetation-related indicators such as vegetation height, FCV, etc. have on building energy load, by interpreting vegetation and soil mechanisms through plant canopy model and using an ecological standard indicator LAI that represent the condition of plant growth. Through this, the interpretations that assume green roof system as simple heat insulation will be complemented and a more practical building energy performance evaluation method that reflects numerical methods for heat fluxes phenomena that occur between ecology restoration systems comprised of plants and soil and the ambient space.

• 박물관보존과학
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• 제21권
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• pp.41-52
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• 2019

2017년 실시한 경주 고선사지 삼층석탑의 정밀안전진단 과정에서 1975년 석탑 이전 시 2층 탑신석이 회전되었을 가능성이 제기되었다. 이에 일제강점기와 1975년 해체 전후의 관련정보와 사진자료 등을 수집하여 석탑부재에 대한 정밀조사를 진행하였다. 분석결과 1943년 개건 전·후에는 부재의 변동이 없었으나 1975년 이전과정에서 2층 탑신석이 오른쪽 방향으로 90도씩 회전하였고, 1층과 2층의 옥개석 1매가 서로 바뀌었음이 확인되었다. 이러한 석탑부재의 변동이 오류인지를 확인하기 위해 3차원 스캐닝 정보를 토대로 정밀계측과 옥개석 부재의 재구성 등을 통해 검증해 보았다. 검증결과 현재 1층 옥개석 4매의 두께는 75~76cm, 2층은 78~79cm로 특이점이 발견되지 않았고, 옥개석 간 연접선의 형상 역시 자연스러웠다. 이에 고선사탑은 조성이후부터 1943년 사이에 중수(重修)된 숨은 연혁이 존재하며, 고대에 발생한 오류를 1975년 바로잡은 것이라고 결론지었다. 아울러, 2층 탑신석의 회전은 옥개석 위치변동에 따른 부수적 조치일 가능성을 제시하였다.

• 한국주거학회논문집
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• 제17권5호
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• pp.87-95
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• 2006

Building components have been deteriorated by various factors such as location, a building type, a surrounding environment and so on. In addition, each component has a peculiar characteristics, compared with other components in properties of matter an used part. Building components would be required to maintain its function and performance to provide the resident with a decent living condition. It is important to decide the repair time, scope and a required cost in repair plan, considering the each component's characteristics. In this parer, it aimed at providing the economic repair pattern to analyze the relation of the time-elapse and the cumulative repair cost in the apartment housing using 3rd quadratic function. Results of the study are as follows: First, the shape of the function for the economic repair is classified into two type. One is the continuous increase type of the cumulative cost which properly means the iterative repair type after built. The other is that the function has the maximum state at a point which means one-repair after its repair would be delayed to a scheduled time. Second, the iterative repair pattern would include window, roof proof, lighting and water supply pipe. The other repair pattern would include the paintings, heating pipe and sign board.

• Wind and Structures
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• 제18권4호
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• pp.457-471
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• 2014

A summary of the main results from an international comparative study for the high-frequency base balance is given. Two buildings were specified - a 'basic' and an 'advanced' building. The latter had more complex dynamic response with coupled modes of vibration. The predicted base moments generally showed good agreement amongst the participating groups, but less good agreement was found for the roof accelerations which are dominated by the resonant response, and subject to measurement errors for the generalized force spectra, to varying mode shape correction techniques, and different methods used for combining acceleration components.

• 한국실내디자인학회논문집
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• 제20권6호
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• pp.254-261
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• 2011

The purpose of this study was to investigate the characteristic as to how the Indonesian traditional space is expressed in a contemporary space. As for the study method, We visited 12 Indonesian restaurants in Jakarta from Oct. 16 to Oct. 20, 2010 for a case study. The study result is presented as follows: First, as a factor of facade components, the roof part revealed its identity as a Joglo structure. Walls, windows and doors reflected Indonesian tradition, or were transformed in passive or aggressive ways. Second, as a factor of interior space components, ceilings were predominantly designed by reflecting a structural exposure ceiling or Tumpang Sari as it was or by passively transforming them; Interior walls, windows and doors were transformed in aggressive ways. Third, regarding the factors of interior decoration components, traditional furniture was not used, but instead, furniture with contemporary form and local materials were dominently used, and traditional accessaries were used as they were. Therefore, in the case of designing spatial componentss in Indonesian restaurants located in Jakarta, roofs and ceilings, floors, furniture, and accessaries reflected Indonesian tradition, or were passively transformed, whereas walls, windows, doors, and some ceilings aggressively reflected modernized tradition so that they were formed in harmony with traditional and contemporary styles.

• 한국전통조경학회지
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• 제39권3호
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• pp.56-64
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• 2021

정자는 전통 조경에서 중요한 경관적 장치이자 공간을 구성하는 대표적인 시설이다. 전통 조경공간에 대한 해석과 계승을 위해서는 전통 정자의 형상과 구조에 대한 연구도 동반되어야 한다. 하지만 전통 정자의 양식과 구조에 관한 연구는 찾아보기 어렵다. 이에 본 연구는 정자의 형상을 결정짓는데 가장 비중이 큰 지붕부를 대상으로 구조적 특성의 규명을 목적으로 하였다. 연구결과는 다음과 같다. 구조를 파악할 수 있는 15개의 한칸형 전통 사각정자를 대상으로 분석한 결과 한 칸 정자의 지붕부의 유형을 구분짓는 주요 부재는 보, 종도리, 동자임을 확인하였다. 지붕 부재의 유무에 따라 정자는 보, 보+종도리보+동자, 종도리, 동자 등 5가지 유형으로 분류되었다. 또한 지붕부의 형상 분류를 토대로 보에 작용하는 하중과 결구를 분석한 결과 한칸형 전통 사각정자에서 보가 수장과 하중의 균형을 이루는 역할을 하기 위한 것임을 확인하였다. 본 연구는 정자 지붕부의 형태와 부재의 역할과 기능에 대해 크기, 비율, 하중 등으로 면밀하게 해석을 시도하였다는 점에서 의의가 있다.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2007년도 춘계학술대회 논문집
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• pp.1523-1526
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• 2007

This study introduces the testing results of the carbody. The load test was performed to evaluate the structural characteristic and stability of the stainless carbody. The carbody is made of stainless steel. The body structure consisted of side frame, under frame, roof frame, and end frame. Of these components, the side frame and under frame were the most important components considering the vehicle and passenger loads. Loading test were performed under the condition based on "Performance Test Standard for Electrical Multiple Unit". The test results showed that the body structure is safe and stable under the condition of designed load.

• 한국실내디자인학회논문집
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• 제23호
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• pp.41-49
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• 2000

Contemporary architecture is developing aspects of variety design. In spite of elevation is important section to express main concepts, it difficults to limit because it decisions inclusively elements. This thesis is on way to understand variety and dimness expression of architecture. The scope of this thesis is the analysis of Korean single housing. The components of elevation are mass, roof, shape of windows, materials, shape of floor plan. The analised types of expression are rationallity, technique, tradition of types of expression, the latter is harmony, revolution in the opposite direction of types of expression. The types of expression in elevation of Korean single housing have characteristic components. Elevation has important a matter on design process, I extect to reflect result of thesis to housing plan.

• KIEAE Journal
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• 제6권4호
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• pp.17-24
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• 2006

The application of photovoltaics into building as integrated building components has been paid more attention worldwide. Photovoltaics or solar electric modules are solid state devices, directly converting solar radiation into electricity; the process does not require fuel and any moving parts, and produce no pollutants. And the prefab building method is very effective because the pre- manufactured building components is simply assembled to making up buildings in the construction fields especially the sandwich panel. Architecture considerations for the integration of PV module to building envelope such as building structure, construction type, safety, regulation, maintenance etc. have been carefully refelected from the early stage of BIPV module design. Trial product of BIPV module are manufactured and sample construction details for demonstration building are purposed. Therefore, this paper intends to advanced its practical use by proposing how to get integrated PV system which can be applied to prefab building material, and how to apply it.