• Journal of Bio-Environment Control
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• v.26 no.4
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• pp.402-410
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• 2017

The effect of the steel pipe member joint on the design performance of a plastic multi-span greenhouse was analysed through the comparing full-scale experiment and numerical analysis. The design performance of the greenhouse is generally evaluated through numerical analysis, but it is rare to consider the characteristics of the connections or joints of the members. In this study, the effect of the column-gutter beam-rafter-wind break wall joint on the design performance of the whole structure of a plastic multi-span greenhouse was analysed. The numerical results with assuming that the member joint are rigid condition were compared with the full-scale load test results using member joints used in the field. The stiffness of the entire structure was compared using the load-displacement relationship and the change of the load sharing ratio that the main members such as column, rafters, and wind break wall was analysed. The results of the load test were about 40% larger than the numerical result and the member stress was more than twice as large as those of the loaded columns. In order to increase the reliability of the design performance of the greenhouse, it is necessary to develop a numerical analysis model which can consider the characteristics of various joints.

• Journal of the Korean Wood Science and Technology
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• v.42 no.6
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• pp.708-713
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• 2014

Trusses are widely used for wooden houses in the areas where wood construction in generalized for residential housings such as North America, Australian, New Zealand. In Korea, joist and rafter system is generally used because of the production cost, transportation cost and lack of experience required for truss manufacturing. In this study, roof trusses and flat trusses were manufactured by using oriented strand board (OSB) gusset plates for field assembly and tested under bending load to obtain the allowable loads. The allowable load and the actual load of 6m span roof trusses were 10.60 kN and 5.26 kN, respectively, which is regarded to be sufficient for use in construction. The allowable load and the actual load of 6m span floor flat trusses were 7.18 kN and 7.43 kN, respectively. For flat trusses, the allowable load is slightly lower than the actual load but the difference in very small, and it is thought that flat trusses can be used for construction by applying small change of structures and members.

• Journal of the Korean Wood Science and Technology
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• v.41 no.6
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• pp.515-527
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• 2013

Building energy simulations which are mainly used in Korea have evaluated the building energy performance with the different thermal conductivity of construction materials. In order to evaluate the energy consumption accurately, the difference in thermal conductivity of the wood used in stud for wooden structure was confirmed from the each simulation. In addition, the thermal transmission of building members and the thermal bridge at the conjunction of building members according to thermal conductivity from each simulation programs were researched. The thermal conductivity of pine that has the largest variation among the energy simulations was applied to the thermal properties of studs in wooden structure. The maximum error between the maximum and minimum thermal transmission of roof, wall, and floor slab was $0.023W/m^2{\cdot}K$. Plus, that thermal bridge at Rafter junction on the roof, roof-wall joint, and floor slab-wall joint was $0.025W/m{\cdot}K$. The heat transfer image for changes in temperature and the heat exchange were analyzed by HEAT2 program. The distorted temperature lines were found around the insufficient insulated connection parts. It was predicted that the temperature at the distorted parts in the analyzed image was lower than that of the other portion of the other structures.

• Korean Journal of Ecology and Environment
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• v.39 no.2 s.116
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• pp.257-264
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• 2006

In order to evaluate the application of Algae Online Analyzer (AOA), an instrument of automatic measurement of chlorophyll a concentration, was tested and compared with the acetone extraction method on the basis of microscopic counting of phytoplankton in field water (Paltang Reservoir). We simultaneously conducted AOA operation and extraction method with the same water sample, to compare both results of chlorophyll a measurement. Phytoplankton were enumerated by inverted microscope with the Sedgwick-Rafter chamber, and classified into the genus or species. According to the AOA measurement, the diatom most (83.6%) strongly contributed to the total chlorophyll a concentration, followed by chlorophyceae> cyanophyceae>cryptophyceae. Overall, the results of both AOA and extraction method showed a similar trend and significant correlation (r=0.87, n=302, p<0.001), however, there were some differences according to the season and species. In particular, the relationship between AOA Chl-a density of the diatom (r=0.73, p=0.010) and cyrptophyceae (.=0.83, p=0.00154) were siginificant, while chlorophyceae (r= -0.13) and cyanophyceae (r= -0.16) showed no clear relationship during the study period. Although we can not fully understand why there was difference between both mothods, AOA application for alarming algal bloom and water quality management during the algal bloom appears to be very relevant. However, the further study or technical upgrade of AOA measurement is required, especially in the case of low density of phytoplankton or species-specific measurement.

• Journal of architectural history
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• v.1 no.1 s.1
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• pp.88-105
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• 1992

This dissertation aims to investigate the structure of Palsangjeon, a five story wooden pagoda in Pubjoo Temple which is the only wooden pagoda existing in Korea, by a comparative study of the Palsangjeon with Japanese counterparts. By doing so, the writer of the present investigation attempts to find out its structural originality. The main finding of this study are as follows. The upper part of Palsangjeon is constructed with square log frameworks called GuiTl and Sacheon-Ju around the central column. The four walls along Sacheon-Ju from the 1st level to the 3rd well resists the outside horizontal piressure. And Gui-Tl structure on the 5th level copes much better with shear force. So this frame consisting of Sacheon-Ju and log frameworks might be viewed an semi-core system, This core is supported once again by the frame of Go-Ju. That is to say. Go-Ju supports frame of Sacheon-Ju. And the frame of Pyeong-Ju on the 4th and the 5th levels also supports it. The frame of Go-Ju is supported by the frame of Pyeong-Ju on the 1st and the 2nd levels. So this structure is designed to resist the wind and also keep the balance by properly distributing vertical pressure. The plan and the elevational structure of Palsangjeon keep the balance by the perfect symmetric structure. And the frame of Sacheon-Ju forming semi-core system can resist both the lateral load and the vertical pressure for the balance of its structure. The five story pagoda in Horyuji used to stand on a central which is desigend to support the main body of the pagoda from the first level. The principles of balance is used between the Ha-Aag and short to react the rafter. Sacheon-Ju and edge column is against the lateral load. The structural jointing system is stable thanks to the log framewroks formed on every level. The five story pagoda in Horyuji poseses the structual system originated from the ancient wooden pagoda. The pagoda is found to express simple, sincere and straight forward form. On the other hand, it could be seen as a stucture resisting the earthquake and the lateral load, Palsangjeon is an excellent building which religions function is well harmonized with its structure and appearance. It not only functions extremely well as a regions place like other pagodas, but also excellently shows how multi-story wooden building should be structured.

• Journal of Bio-Environment Control
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• v.21 no.4
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• pp.428-436
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• 2012

This study aimed to develop the multi-span plastic greenhouse which is suitable for tomato cultivation and is safe against climatic disasters such as typhoon or heavy snow. The width and heights of eaves and ridge of newly developed tomato greenhouse are 7, 4.5 and 6.5 m, respectively. The width is the same but the eaves and ridge heights are 1.8 and 2 m higher than conventional 1-2 W greenhouses, respectively. Cross beam has been designed as a truss structure so it can sustain loads of tomato and equipment. Tomato greenhouse has been designed according to climatic disaster preventing design standard maintaining the high height. In other words, the material dimensions and interval of materials including column and rafter have been set to stand against $40m{\cdot}s^{-1}$ of wind and 40 cm of snow. Tomato greenhouse has been equipped with rack-pinion type roof vents which have been used in glass greenhouse in order to prevent excessive rise in air temperature. This vent type is different from that of 1-2 W type greenhouse which is made by rolling up and down the vinyl at upper part of column. Roof vents are installed at ridge, and thus external air inflow and natural ventilation are maximized. As the height increases, heating cost increase as well and, therefore, tomato greenhouse has been equipped with multi-layered thermal curtain, of which thermo-keeping is excellent, to prevent heat from escaping.

• Journal of Bio-Environment Control
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• v.32 no.4
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• pp.442-448
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• 2023

This study aimed to develop an optimal greenhouse model for strawberry seedling during the summer high-temperature period based on the results of field surveys. We conducted a survey on the structure types of 46 strawberry seedling farms nationwide, including width, ridge height, eaves height, ventilation method, seedling bed width, and spacing. Based on the survey results, we derived the optimal greenhouse model by considering various factors. The greenhouse width was set at 14 meters to maximize the efficiency of seedling beds and overall space. The height was determined at 2 meters, taking into account ventilation during the summer season. To reduce stress on the supporting structure due to snow loads, we established a reinforcement installation angle of 50 degrees. We analyzed two different models that use support beams with dimensions of φ48.1×2.1t and φ59.9×3.2t, respectively, to ensure structural safety against meteorological disasters, considering regional design wind speeds and snow accumulation. We utilized these developed greenhouse model to conduct strawberry seedling experiments, resulting in a high survival rate of average 93.2%. These findings confirm the usefulness of the strawberry seedling greenhouse in improving the seedling environment and enhancing overall efficiency.

• Proceedings of the Korean Aquaculture Society Conference
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• 2003.10a
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• pp.143-144
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• 2003

봄철 해역에 따른 부착미세조류의 영양성분 변화를 알아보기 위하여 본 실험을 수행하였다. 실험은 울진, 부안, 완도, 부산 지역에서 봄철인 2~4월 동안 실시되었으며 실험간의 오차를 줄이기 위해 실험 시작일의 차이는 최대 10일 이내로 하였다. 배양을 위한 실험해역의 기초 조사로 배양지역 연안해수의 수온, 염분, pH, 총질소, 총인, Chlorophyll-a의 측정을 하였고 각 지역의 부착미세조류를 수확하여 영양분석을 하였다. 실험에 사용된 파판은 전복 종묘생산에 이용되는 규조배양용 파판과 틀을 이용하였고 실험기간은 총 8주 동안 실시하였다. 2주마다 파판을 수거한 뒤 부착된 미세조류를 부드러운 솔로 분리하여 원심 분리한 후 지방산과 아미노산의 측정을 하였다. 또 각 시료의 일정량을 Sedwick-rafter counting chamber를 이용하여 검경ㆍ계수한 후 이를 단위면적당 개체수(cells/$\textrm{cm}^2$)로 환산하여 biomass를 구하였다. 봄철 지역간의 수온의 범위는 13.9~16.6$^{\circ}C$를 보였으며 울진이 가장 높고 부안지역이 가장 낮았다. 염분은 부안지역의 염분이 평균 2$\textperthousand$ 이상 낮았으며 그 외의 지역은 큰 차이가 없었다. pH는 7.77~8.21의 범위를 보이고 있었으며 질산염 농토는 부산이 0.265mg/$\ell$로 최대값을 보였고 울진이 0.032mg/$\ell$로 제일 낮았다. 인산염 농도는 완도지역이 0.018mg/$\ell$로 최대치를 보였고 부안은 검출되지 않았다. Chlorophyll-a의 농도는 울진지역이 0.66mg/$\ell$으로 제일 낮았으며 부산이 2.69mg/$\ell$, 부안지역이 2.27mg/$\ell$ 로 높은 값을 보였다. 봄철 지역에 따른 부착미세조류의 아미노산 분석결과는 울진이 실험지역 중 제일 높은 총 아미노산과 필수아미노산의 함량을 나타냈으며 각 지역별로 울진은 4주에 20.3%, 부안은 8주째 8.1%, 완도는 8주째 4.7%, 부산은 6주째 10.4%로 서로다른 시기에 높은 아미노산의 함량을 나타냈다. 실험지역 부착미세조류의 지방산 결과를 보면 전 실험기간동안 지방산 중 대부분은 $C_{18}$이하의 포화 또는 불포화 지방산이 주를 이루고 있었으며 palmitic acid( $C_{16:0}$)와 palmitoleic acid( $C_{16:0}$)의 양이 전체 지방산 함량중 37.47~75.94%로 대부분을 차지하고 있었다. 그리고 n-3HUFA(high unsaturated fat쇼 acids)인 EPA는 부안지역이 2주째 20.85%로 전체 지역중 함량이 제일 높았고, 울진은 실험기간중 6주가 14.76%로 제일 높은 함량을 보였다. 완도는 6주에만 10.97%의 함량을 보였으며 부산지역의 시료에서는 EPA의 검출이 없었다. 봄철 각지역에 설치된 파판에서의 부착미세조류 출현량을 보면 2주째의 부착미세조류량은 부안이 8.3$\times$$10^3$ cells/$\textrm{cm}^2$로 가장 높았고 부산이 0.6$\times$$10^3$ cells/$\textrm{cm}^2$로 가장 낮았다. 울진의 경우 0.7$\times$$10^3$ cells/$\textrm{cm}^2$로 부산과 비슷하게 낮은 출현량을 보였고 완도는 2.4$\times$$10^3$ cells/$\textrm{cm}^2$였다. 4주째의 출현량은 울진지역이 471.1$\times$$10^3$ cells/$\textrm{cm}^2$로 가장 높았으며 부안, 완도, 부산 순으로 출현량이 낮았고 특히 부산은 1.2$\times$$10^3$ cells/$\textrm{cm}^2$로 가장 낮았다. 6주째의 출현량은 울진 지역이 368.6$\times$$10^3$ cells/$\textrm{cm}^2$로 가장 높았으며 부안 89.8$\times$$10^3$ cells/$\textrm{cm}^2$, 완도 25.1$\times$$10^3$ cells/$\textrm{cm}^2$, 부산 5.9$\times$$10^3$ cells/$\textrm{cm}^2$ 순이었다. 8주째의 경우에도 울진, 부안, 완도, 부산이 각각 255.8$\times$$10^3$ cells/$\textrm{cm}^2$, 157.8$\times$$10^3$ cells/$\textrm{cm}^2$, 44.3$\times$$10^3$ cells/$\textrm{cm}^2$, 1.1$\times$$10^3$ cells/$\textrm{cm}^2$로 4주, 6주의 경우와 같은 경향을 보였다.보였다.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.15 no.5
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• pp.3192-3202
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• 2014

This study has its purposes on analyzing specific features of the elements according to scales of 32 main buddhist sancta among wooden temples with gable roof that are nationally designated as cultural assets, and analyzing influences and proportional relations between main and submaterials, so that it could be basic and objective data for restore and repair cultural assets in the future. Results of the study are following. First of all, the average plane proportion of doritong (facade) and yangtong (side) in 3-room building is about 1.31:1, while it is 1.70:1 in 5-room building. Secondly, as a result of analyzing the locational proportion and thickness of pillars at each location, floor room turned out to have wider space between pillars than that of edge room or side room in both cases of 3 and 5-room buildings. In the mean time, for the average thickness of the pillars in 3-room building, it was 491mm for corner pillars, 433mm for general pillars in cases of 3-room building, while it was 595 and 511mm respectively in cases of 5-room building. The reason why corner pillars are 60~80mm thicker than general ones in average, is determined to considered structural stability and optical illusion. For the third, as a result of analyzing the influences on pillar thickness, eaves projection and eaves height according to the scale(dimension) of buildings, 3-room buildings have outstanding correlation as its scale(dimension) goes bigger, while 5-room ones are not very much influenced by its scale(dimension). For the fourth, as a result of the relation between pillars and eaves, both of 3 and 5-room buildings have longer-projected and higher eaves as their pillars go taller; especially height of eaves turns out to have very close relation between length of pillars. In addition to that, both of 3 and 5-room buildings have much projected eaves as the eaves go higher.