• 한국농공학회:학술대회논문집
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• 한국농공학회 2005년도 학술발표논문집
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• pp.156-163
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• 2005

This study was attempted to provide some fundamental data for safety structrural design of biological production facility. Wind load and snow load, acting on agricultural structures is working more sensitive than any other load. Therefore, wind speed and snow depth according to return periods for design load estimation were calculated by frequency analysis using the weather data(maximum instantaneous wind speed, maximum wind speed, maximum depth of snow cover and fall) of 68 regions in Korea. Equations for estimating maximum instantaneous wind speed with maximum wind speed were developed for all, inland and seaside regions. The results were about the same as the current eqution in general. Design wind speed and snow depth according to return periods were calculated and Local design wind load and snow load depending on return periods were presented together with iso-wind speed and iso-snow depth maps. The calculated design snow depth by maximum depth of snow cover were higher than design snow depth by maximum depth of snow fall. Considering wind speed and snow depth, protected cultivation is very difficult in Ullungdo, Gangwon seaside and contiguity inland regions, and strong structural design is needed in the west-south seaside against wind speed, and structure design of biological production facility in these regions need special consideration.

• 한국공간구조학회논문집
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• 제15권3호
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• pp.43-49
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• 2015

A single-layerd steel lattice roof, which has 50m span, was constructed. In order to figure out the realistic buckling load level, the structural analysis of this roof structure was performed especially by local 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 local snow load with geometrical imperfection decreased the level of buckling load significantly.

• 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.

• 한국농촌건축학회논문집
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• 제12권3호
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• pp.27-34
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• 2010

Unbraced vinyl house frame that is economically installed is certainly easy to collapse under the influence of excess snow load. To make it more cheaply in putting up as well as more efficiently in withstanding the applied snow load, it is essential to insert additional bracing into the existing unbraced vinyl house frame. On the other hand, there are varieties of possible bracing shapes that can be formed. However, their efficiencies are different. Therefore, it is important to identify the most effective bracing shape. In this study, 2 different kinds of bracing shapes, horizontal and inclined bracing, are used to additionally install in the ordinary single frames in order to show the effect of the bracing resisting the applied snow load and compare the bending moment, axial force, combined stress and vertical displacement of the vinyl house frame.

• 한국농공학회논문집
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• 제63권2호
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• pp.75-84
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• 2021

As the weather changes become frequent, weather disasters are increasing, causing more damage to plastic greenhouses. Among the damage caused by various disasters, damage by snow to the greenhouse takes a relatively long time, so if an alarm system is properly prepared, the damage can be reduced. Existing greenhouse design standards and snow warning systems are based on snow depth. However, even in the same depth, the load on the greenhouse varies depending on meteorological characteristics and snow density. Therefore, this study aims to secure the structural safety of greenhouses by developing sensors that can directly measure snow loads, and analysing the warning criteria for load using a stochastic model. Markov chain was applied to estimate the failure probability of various types of greenhouses in various regions, which let users actively cope with heavy snowfall by selecting an appropriate time to respond. Although it was hard to predict the precise snow depth or amounts, it could successfully assess the risk of structures by directly detecting the snow load using the developed sensor.

• 생물환경조절학회지
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• 제4권2호
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• pp.195-202
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• 1995

As the pipe houses were constructed by imitation and routine without a structural design by now, they were often destructed by a strong wind or a heavy snowfall. The purpose of this study was to provide the basic data for the safety structural design of the pipe houses in Kyungpook region to prevent meteorological disaster. It was shown that the change of frame interval according to the safety factor under the wind load was similar that under the snow load. But the safety frame interval under the snow load was approximately 0.5-0.6m greater than that under the wind load for equal safety factor. Therefore, it seemed that the maximum safety frame interval was to be decided by the snow load. The frame of the pipe houses in Seungju region was structurally stable under the design snow load in recurrence intervals of 8-15years, but was unstable in Kolyong region.

• 한국농촌건축학회논문집
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• 제20권1호
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• pp.19-26
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• 2018

The roof improvement project is being carried out under the government's leadership for the sake of national welfare. The project is to replace the asbestos slate roof with a metallic one. In this study, the structural safety of the improved roof was examined and the project guidelines were reviewed. The causes of the roof damage were investigated and the structural analysis was performed for the roof frame subject to wind and snow loads. Metallic roof assemblies have higher strength and load resistance capability than usual slate ones, so the structural safety is governed by the frame. The stresses of the roof frame elements caused by the wind and snow loads were analyzed according to roof frame with various spacings between the rafters and the purlins. Wind load analysis was performed by 24, 28, and 38 m/sec of the basic wind speed. Snow load analysis was carried out by 0.5, 1.0 and $2.0kN/m^2$ of the ground snow load. As the analysis result, the current spacing and the size of the lumber did not satisfy the Korean building code specification. To secure the safety of the roof improvement project, the spacing of the roof frame elements and the size of the lumber should be determined based on the analysis results by structural engineers.

• 대한토목학회논문집
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• 제34권5호
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• pp.1421-1433
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• 2014

본 연구에서는 적설심 빈도분석을 수행하기 위해 우리나라에 가장 적합한 확률분포형과 모수추정방법을 선정하였다. 최적확률분포형으로는 Generalized Extreme Value (GEV), 모수추정방법으로는 확률가중모멘트법이 선정되었다. 선정된 확률분포형과 모수추정방법을 적용하여 우리나라 69개 기상관측소별 적설심 빈도분석을 수행하였다. 빈도분석을 통해 관측소별 빈도별 적설심을 산정하였고 적설심과 눈의 단위중량을 이용하여 적설하중을 산정하였다. 산정된 적설하중 중 100년 빈도 적설하중을 이용하여 ArcGIS 크리깅(Kriging) 기법을 통해 우리나라 설계적설하중 지도를 작성하였다. 또한, 본 연구를 통해 산정된 적설하중과 건축구조기준 및 해설(2009)에서 제시하고 있는 설계적설하중을 비교하여 설계적설하중 기준의 적정성을 평가하였다. 평가결과, 대부분의 지역에서 현재 지상적설하중 기준의 상향조정이 요구되었으며 본 연구를 통해 도출된 결과를 반영하여 보다 합리적인 지역별 설계적설하중을 제안하였다. 본 연구를 통해 제안된 지역별 설계적설하중은 폭설에 대비한 우리나라 전역의 구조물 설계에 활용될 수 있을 것으로 기대된다.

• 생물환경조절학회지
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• 제3권1호
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• pp.1-9
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• 1994

본 연구는 상대적으로 활하중의 영향이 민감하게 작용하는 농업시설의 합리적 구조설계를 위하여 우리나라 60개 지역의 자료를 사용하여 중요한 설계하중의 결정요인인 단위적설중량, 순간최대풍속 및 최대신적설심의 그 적용에 관하여 검토하였고, 얻어진 결과를 요약하면 다음과 같다. 1. 적설심에 다른 단위적설중량을 분석한 결과 적설심에 따른 차이는 발견할 수 없었고 대체적으로 정규분포를 이루고 있다. 평균기온에 의하여 단위중량을 구분해본 결과 -1$^{\circ}C$ 이상에서는 단위중량이 평균 0.91kg/cm/$m^2$, -1$^{\circ}C$ 이하에서는 평균 0.58kg/cm/$m^2$로 나타나 기온에 의한 차이가 명확했다. 2. 평균최대풍속과 순간최대풍속과의 관계를 도출하여 회귀식을 유도한 결과, 일반적으로 사용하고 있는 순간최대풍속 관계식과는 약간의 차이를 보였다. 해안지방과 내륙지방에 2개지역으로 구분하여 순간최대풍속 관계식을 유도하였다. 3. 재현기간별 최대적설심과 최대신적설심을 비교한 결과, 눈이 적은 지방에서는 큰 차이가 없으나, 비교적 눈이 많은 지방의 경우 재현기간 8년에서는 24.6cm, 57년에서는 45.6cm로 큰 차이를 보여, 난방 및 적절한 관리를 전제로 설계하면 신적설에 의하여 설계하중을 크게 감소시킬 수 있음을 나타냈다. 4. 기존식과 수정식의 설계풍속(진주지역) 및 최대적설심과 최대신적설심(서산지역)의 적용시, 2연동아치형시설의 부재사용량은 각각의 경우에 대하여 +0.3배, -0.3배이었고, 2연동지붕형 시설의 부재사용량은 각각 +0.3배, -0.1배이었기 때문에 시설의 특성에 맞는 설계자료의 선정이 매우 중요하다.

• 한국농공학회지
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• 제36권3호
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• pp.84-89
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• 1994

Section forces of greenhouse structures were studied to suggest basic information for the structural design of greenhouses with respect to roof types and support conditions. Structural analyses were performed for pitched and arched roof, and fixed and hinged support under snow loads and wind loads. Followings are the results obtained and are expected to be useful in determining the span length and roof type in greenhouse design. 1. Special considerations might he required for roof design at the heavy snow region, and for the support design at the strong wind region, respectively. 2. Single-span structure was found to be stronger than multi-span structure under the snow load, but the former was found to be weaker than the latter under the wind load. 3. Arched roof structure was expected to be safer than pitched roof structure if the dimensions and loads were equal. 4. Greenhouse orientation and roof slope should be considered in optimum structural design of grrenhouses, because these two factors are closely related with the influence of wind load and snow load.