• 산림경영
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• s.56
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• pp.4-5
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• 1990

• Journal of the Korean association of regional geographers
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• v.7 no.3
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• pp.74-90
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• 2001

Serious depopulation has occurred since the rapid economic growth after $1965{\sim}1995$. As a result, nowadays most of mountain villages face difficulty in maintaining and managing their settlement, because of the elderly population and the extremely small size of the settlement. Population change is understood as the origin of depopulation problems and the criterion for the depopulation. This study aims to identify the problems of over-depopulation in rural Korea and to classify the patterns and process of follow and to provide policy alternatives. It consists with the three parts : identifying the problems of over- depopulation, classifying the socio-economic factors of fallow land, analyzing a detailed case study of follow land in over-depopulation rural area-Sangju Gun and to provide policy alternatives. The results are summarizes as follows: 1) In the study area, the amount of fallow and abandoned cultivated land has increased since 1975. With the increased urbanization, the cause of the increase in fallow and abandoned cultivated-land is the labor shortage of quantity and quality. The underlying reasons for the abandonment of farmland are poor field conditions and the lack of rented farmland. 2) The secondary cause is a relative labor shortage through specialization into intensive horticulture. In the study area, specialization into pear requires intensive labor input. It has caused a relative labor shortage. 3) The third causes are landowner and the lack of rented farmland due to labor shortage. The declining of agriculture and forestry have caused out-migration and increased non-residents' landowner. 4) The fallow patterns are devided into two types the less favored farmland fallow type, non-residents' landowner(out-migrator) fallow type. The significant causes of the increase in fallow and abandoned cultivated land are the labor shortage, intensive farming, less favored farmland conditions, non-residents' landowner. The factors which caused the follow processes in Korea are socio-economic factors (labor shortage, intensive farming, less favored farmland conditions) and cultural factor(non-residents' landowner, psychological ties between rural areas and urban areas).

• 주택과사람들
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• s.194
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• pp.76-77
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• 2006

토지 시장 침체의 골이 깊어지고 있다. 새로 개정된 부동산등기법이 시행돼 실거래가 등기부기재가 의무화되면서 토지 시장 침체가 가속화되고 있다. 내년부터는 부재 지주에 대한 양도세가 현행 9~36%에서 60%로 급등하기 때문에 토지 시장이 장기 침체에 빠질 수 있다고 전문가들은 지적한다. 부동산 시장 침체 속 토지 시장의 현장을 돌아보았다.

• Journal of Korean Society of Rural Planning
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• v.22 no.3
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• pp.1-9
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• 2016

본 연구는 한국과 독일의 연구협약에 따라 진행된 공동연구 프로젝트 일환이며 과업은 (1) 한국과 독일 농지관리기구의 조직과 기능을 비교하고 (2) 그 차이점과 함의를 분석하여 (3) 한국 농지관리시스템의 기능적 발전방안을 모색하는 것이다. 한국은 유럽의 농업 선진국에 비해 농업구조가 취약해 미래전망이 밝지 못한데 이는 한국이 경자유전에 근거한 농지거래의 제한과 투기로 인한 농지가격의 상승, 이에 편승한 부재지주의 비합리적 농지이용, 복잡한 농지관련 세금과 농업지원체계 등이 비효율성을 야기하고 있기 때문이다. 독일 농지시장은 규제와 투기가 적어 시장기능이 잘 작동되며 유연한 조직인 농지관리기구가 선매권과 합리적인 농지거래 개입 등을 통해 시장기능이 원활히 작동하는데 중요한 역할을 수행하고 있다. 비록, 한국과 독일이 여러 환경적 차이가 있어 독일 경험이 정책 조언으로 바로 연결되기는 쉽지 않지만 경직된 경자유전에 대한 변화가 필요하며 2030세대 농업인 지원정책 등은 보다 미래 경잭력을 담보할 적절한 조치로 판단되어졌다.

• Proceedings of the Korean Institute of IIIuminating and Electrical Installation Engineers Conference
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• 2004.11a
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• pp.49-56
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• 2004

본 연구는 1997년 세계문화유산으로 지정된 수원화성의 야간경관조명연출에 따른 조명실태와 효과를 조사 분석하였다. 평가대상은 화성의 경관조명시설이 설치된 33개소 중 측정당시 설치가 완료된 성곽의 내 외부와 서북공심돈을 선정하였다. 평가방법은 야간에 조명현황조사 및 물리량의 측정을 실시하였다. 물리량은 피조면의 휘도, 색온도 및 색도를 측정하였으며, 이를 토대로 경관조명의 연출효과를 분석하였다. 분석결과, 전체적인 조명방식은 건축물 하단부에 설치된 지주등으로 상향조명을 하거나, 외곽 투광기를 이용한 전반조명이 병용되고 있었다. 조명연출실태는 성벽의 경우 연속된 성곽의 이미지를 강조하고, 빛의 콘트라스트를 이용하여 건축시설물을 강조함으로써 리듬감을 연출하였다. 색온도의 경우 성곽의 차가운 이미지를 보완하기 위하여 따뜻한 색온도의 광원을 사용하여 전체적 이미지를 안정적이고 부드럽게 표현하였다. 색도의 경우 전체적으로 황색의 색도가 나타났는데, 우리나라 전통건축에서 강조되어야 할 단청이나 부재를 위해서는 광원의 색채선정에 신중한 고려가 요구된다.

• Journal of the Korea institute for structural maintenance and inspection
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• v.6 no.4
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• pp.99-106
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• 2002

In the composite deck system, beams and deck plates deflect during construction. This lens-shaped deflection may cause problems in the serviceability of a building. Therefore, it should be compensated to be level. Several methods for leveling of floor slab are available, such as (1) increasing stiffness of structural members, (2) propping floor system, (3) cambering beams, (4) pouring additional concrete. In this study, additional weight and volume of concrete for level compensation are examined for various size of floors.

• International Journal of Highway Engineering
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• v.11 no.4
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• pp.9-15
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• 2009

This research presents the structural performance and an improving technique for flexural capacity of road safety facilities based on the damage cases by wind pressure. Among road safety facilities, a support frame of soundproofing walls is considered as a prototype structure and its corresponding structural behaviors and section design are performed mainly by analytical and experimental studies. On the basis of analytical results, glass fiber reinforced polymer(GFRP) with an epoxy matrix which is high stiffness-to-weight ratio was used for applied one of strengthening techniques and their results shows that support frame strengthened by GFRP is the most effective compared to other cases proposed in this research for advancing its flexural improvement, Finally, optimum section design was performed analytically to evaluate wind-resistance capacity and its result would be very useful for developing a practical design guideline for Road safety facilities under strong wind.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.19 no.2
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• pp.71-76
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• 2018

Recently, various technologies have been developed for road facilities to reduce the load, some of which use technologies employing perforated plates for wind load reduction. Currently, there are no regulations concerning the drag coefficient of perforated plates for domestic road facilities. In the United States, the regulations regarding the drag coefficient of perforated plates in the 'Minimum design loads for buildings and other structures' were revised based on the studies of Letchford (2001) and Giannoulis (2012). In this study, a wind tunnel test was carried out to analyze the feasibility of applying regulations involving the perforated plates' drag coefficient. The results of the wind tunnel test and the drag coefficient used in the regulation were compared and analyzed. In addition, the reduction effect of the cross area of road signs calculated by applying the drag coefficient was analyzed. The results of the wind tunnel test and the value of the drag coefficient used in the regulation in the US were found to be very similar. Therefore, it was found that it is possible to apply the formula involving the drag coefficient of the perforated plate to the regulation and that the cross area of the perforated plate used for the post of the road sign is reduced by about 9.45% and that of the horizontal post by about 6.45%.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.30 no.6
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• pp.559-566
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• 2017

This paper proposes a new composite deckplate system reinforced with inverted triangular truss girders(called 'D Deck'), which does not require the use of temporary supports at construction stage. The proposed system retains increased stiffness and strength while keeping the absolute floor height change to a minimum level and can be utilized as floor systems of various types beam members such as the conventional wide-flange and U-shaped composite beams. In order to evaluate the performance of the proposed system, five specimens with a span of 5.5 m were fabricated and tested under field loading conditions consisting of several intermediate steps. The load-deflection curves of each specimen were plotted and compared with the nonlinear three-dimensional finite element analysis results. The comparison showed that the effective load sharing between the truss girders and floor deck occurs and the maximum deflection under construction stage loading is well below the limit estimated by the provisions in Korea Building Code.

• Journal of the Korean GEO-environmental Society
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• v.24 no.1
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• pp.25-36
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• 2023

In Korea, the rockfall prevention fence is designed with 50kJ of rockfall kinetic energy in order to prevent damages such as falling rocks and landslides. In the case of rockfall kinetic energy, it is highly dependent on the shape of the slope on which it occurs. As a previous study, a fence performance evaluation was conducted for 100kJ rockfall impact energy using ETAG 27. However, previous studies have focused on newly installed rockfall prevention fences. In this study, a reinforcing materials was installed on the existing rockfall prevention fence through numerical analysis, and the structural performance of the high-strength rockfall prevention fence capable of defending against 120kJ of rockfall kinetic energy was evaluated.