The precast-buckling restrained braces(PC-BRB) reinforced with engineering plastics that can compensate for the disadvantages in the manufacturing process of the existing buckling restrained brace. In this study, to examine the applicability of PC-BRB to actual structures, example structures similar to school facilities were selected and the reinforcement effect was analyzed analytically according to the damping design procedure of PC-BRB. Load-displacement curve through the incremental loading test appeared similar to the bilinear curve. Applying test result, Analytical model of PC-BRB model was constructed and applied to the example structure. As a result of the analysis, the PC-BRB showed stable hysteresis behavior without lowering the strength, and the inter story drift ratio and the shear force were reduced due to the damping effect. In addition, the reduction ratio of the shear force was similar to the reduction ratio assumed when designing the damping device.

In order to understand basic data for improving the fishing system and fishing vessel structure in coastal improved stow net fishery, a questionnaire survey and on-site hearing were conducted from May 10 to June 11, 2019 to analyze opinions on the improvement of operation status and fishing vessel structure. The questionnaire survey consisted of ten questions on the operation status of coastal improved stow net fishery and six questions on the improvement of fishing vessel structure, and the results of each question were analyzed by the region, the captain’s age, the captain’s career and the age of fishing vessel. As a result of analyzing opinions on the operation status of the coastal improved stow net fishery, it was found that the average time required for casting net was 32.8 to 33.0 minutes and that the average time required for hauling net was 41.0 to 42.2 minutes which took 10 to 12 minutes more than for casting net. The most important work requiring improvement during fishing operation (the first priority) were ‘hauling net operation,’ ‘readjustment and storage of fishing gear,’ and ‘fish handling’ and the hardest factor in fishing management were in the order of ‘reduction of catch,’ ‘labor shortage’ and ‘rising labor costs.’ The most institutional improvement that is most needed in coastal improved stow net fishery was an ‘using fine mesh nets.’ Most of the respondent to the questions on the experience in hiring foreign crews was ‘either hiring or willing to hire foreign crews,’ and the average number of foreign crews employed was found to be 2.3 to 2.4 persons. The most important reason for hiring (or considering employment) foreign crews was ‘high labor costs.’ The degree of communication with foreign crews during fishing operation were ‘moderate’ or ‘difficult to direct work.’ The most important problem in hiring foreign crews (the first priority) was an ‘illegal departure.’ As the survey results on the opinion of structural improvement of coastal improved stow net fishing vessel, the degree of satisfaction with fishing vessel structure related to fishing operation was found to be somewhat unsatisfactory, with an average of 3.3 points on a five-point scale. The inconvenient structure of fishing vessel in possession (the first priority), the space needed most for the construction of new fishing vessel (the first priority) and the space considered important for the construction of new fishing vessel (the first prioprity) was a ‘fish warehouse.’ The most preferred equipment for the construction of new fishing vessel were ‘engine operation monitoring’ and ‘navigation safety devices.’ The average size (tonnage class), the average horse power and the average total length of fishing vessel for proper profit and safety fishing operation was between 13.8 and 14.0 tonnes, 808.3 to 819.5 H.P. and 23.4 to 23.5 meters, respectively. The results of the operation status of coastal improved stow net fishery and the requirement for improving the fishing vessel structure are expected to be provided as basic data for reference when we build or improve the fishing vessel.

We investigate ow and magnetic structure of a solar prominence with a focus on how the magnetic eld originally determined by subsurface dynamics gives rise to the structure. We perform a magnetohydrodynamic simulation that reproduces the self-consistent evolution of a ow and the magnetic eld passing freely through the solar surface. By analyzing Lagrangian displacements of magnetized plasma elements, we demonstrate the ow structure that is naturally incorporated to the magnetic structure of the prominence formed via dynamic interaction between the ow and the magnetic eld. Our results explain a diverging ow on a U-loop, a counterclockwise downdraft along a rotating eld line, acceleration and deceleration of a down ow along an S-loop, and partial emergence of a W-loop, which may play key roles in determining structural properties of the prominence.

Domestic dust remover began to be manufactured and installed in the late 1980s by introducing Japanese products and technologies. Currently, the design standards of dust remover are applied to Japan's design standards and partly sub-unit technology was developed for the domestic environment, but no technology was not developed. In addition, most of the manufacturers are small or small, so many of them have been installed and operated for 25 years because they develop small technologies such as parts deformation and functional addition rather than core technology development. Mechanical dust remover require about 70% of manufacturing costs compared to conventional hydraulic dust remover, which can reduce initial production costs, reduce maintenance costs due to low failure rates, and can be operated reliably. Existing hydraulic dust remover had a problem of contaminating rivers due to leakage of hydraulic oil, but mechanical dust remover have no factors that cause water pollution. Therefore, this study developed a rack-type operating structure for optimal and new construction by developing a multi-stage rack structure of mechanical decontamination components, which are substitutes of conventional rotary and hydraulic dust remover.

Combat vehicles were developed in two types depending on the purpose of operation. The body of the vehicle is relatively large welded structure, and there is a quality problem in that welding deformation occurs in a certain area. Welding deformation is a problem that is inevitably generated during the welding process, and additional corrective work is performed. However, due to the structural characteristics of the welded structure of combat vehicl, there are many limitations in the correction method, which lowered the productivity. To improve this problem, we intend to establish improvement measures through analysis of the areas where welding deformation occurs and apply corrective measures suitable for welding structures of combat vehicles. For the design improvement plans, the finite element analysis were used and the correction method were applied to simulated structure to confirm the possibility. Finally, the improvement effect was confirmed by manufacturing the actual welded structure. Based on the results of this study, it is expected that the productivity of related similar welding structures as well as structures of wheeled armored vehicles, can be improved.

ROPS is a structure installed to protect drivers from tractor rollover accidents and is being tested for certification under the OECD code. Because this test requires a lot of cost and time to develop the ROPS and to produce test model, the OECD is discussing the introduction of virtual test using finite element analysis. In this study, the results were compared by conducting a strength test and finite element analysis applied with the OECD code to use it as a basic data for standardization of ROPS virtual test methods. It was confirmed that the results of the analysis of the bolts and plates of the coupling part and the folding part were more close to the physical test results than the rigid elements and constraints at the point of coupling the tractor and ROPS.

광릉요강꽃(Cypripedium japonicum Thunb.)은 한국, 중국, 일본에 분포하는 동아시아 특산식물로, 지구 수준의 IUCN Red List “위기(Endangered, EN)”로 평가되며, 한국의 국가 Red List에서는 “멸종위기(Critically Endangered, CR)”에 포함된다. 본 연구는 광릉요강꽃 자생지에서 7년 동안 수행된 개체통계학적(demographic) 모니터링 자료를 바탕으로 개체군 구조 및 변화양상을 분석하고, 개체군의 지속성에 대하여 예측하였다. 광릉요강꽃은 국내 7개 지역(포천, 가평, 화천, 춘천, 영동, 무주, 광양)에서 자생지가 관찰되었고, 15개 아개체군에 4,356개체가 생육하는 것으로 확인되었다. 개체군 크기 및 구조는 지역별로 상이하였으며, 인위적 관리가 개체군 크기 및 구조 변화에 중요한 영향을 미치고 있었다. 7년 동안 개체 수 변화를 모니터링한 결과 광릉요강꽃의 개체군 생존력(Population Viability Analysis, PVA)은 지역별로 다양한 경향을 보였다: 향후 1세기 안에 멸절할 가능성은 포천 0.00%, 광양 10.90%, 춘천 24.05%, 화천 79.50%로 예측되었다. 모니터링이 수행된 위 연구지역은 현지 내 보호시설로 인위적 출입을 제한하고 있어 광릉요강꽃의 최대 위협요인인 인위적 남획 변수가 개체군 생존력에 반영되지 않았다. 즉, 실질적인 멸절 위험도는 본 연구에서 추정된 값보다 현저하게 클 것으로 예상된다. 국내 광릉요강꽃 개체군의 멸절위험도의 객관적 판단을 위해서는 향후 다양한 위협요인이 있는 여러 지역의 개체군 정보가 반영될 필요가 있으며, 국내·외로 광릉요강꽃 개체군에 대한 개체통계학적 모니터링을 확대해 나가야 할 것이다.

본 연구에서는 단면설계 및 열 교환 장치 위치 변경을 통해 온실의 구조 변경을 진행하였으며, 선행연구를 통해 개발된 모델을 근간으로 하여 개선 여부에 따른 온실 내부 환경을 예측하였다. 단면형상과 열 교환 장치의 개선 후 유속 변화에 따른 시뮬레이션 분석을 진행하였으며, 이 때 온도와 균일도는 각각 평균 0.65°C, 0.75%p 상승함을 확인하였다. 해석대상 온실과 같은 소규모 온실의 경우 방열관의 난방성능 개선보다 FCU에 의해 형성되는 공기 유동이 균일한 환경 조성에 더 큰 영향을 미치는 것으로 판단된다. 개선 전 ‧ 후 온실에 환기시스템 적용 시 공기 유동 특성 분석을 위해 시뮬레이션 분석을 진행하였다. 공기 유동과 공기령은 유사한 분포를 보였으며, 개선 후 온실의 공기령이 개선 전 온실 대비 18초 낮게 나타났다. 개선 전 ‧ 후 온실 시뮬레이션 분석 결과 전체적으로 개선된 온실에서의 평균온도 및 온도 균일도 상승, 최대편차 감소 등 내부 환경의 균일성이 향상됨을 확인하였다. 선행연구로 개발 된 모델은 형상 변경, 열 교환 장치 위치 변경 등에 따라 변화하는 온실 내부 환경을 예측할 수 있음을 확인하였으며, 온실 설계, 온실 내 난방시스템 설계 등의 분야에 적용 가능할 것으로 판단된다.

본고에서는 지석묘 축조라는 매장 의례를 공유하며 사회를 구성하고 있었던 보성강·탐진강 유역 사람들의 행위와 상호작용에 초점을 맞추어 사회 변동의 역동성을 살펴보았다. 보성강·탐진강 유역의 지석묘 문화는 형식과 출토유물을 통해 볼 때 공시적·통시적으로 동질성을 지니며 전개되었던 것으로 파악된다. 두 유역의 지석묘 축조 공동체는 수세기 동안 공존하며 문화 를 형성하였던 주체였으며, 동일한 사회 변화 과정을 거쳤던 집단이었다. 하지만 미시적 차원에서는 각기 다른 양상으로 변화하였을 것으로 보이는데, 이는 지석묘 군집 유형을 통해 설명할 수 있다. 지석묘군은 배치와 구성을 기준으로, 열상과 비열상의 군집에 위석식지석묘들이 축조된 Ⅰ유형과 열상의 군집, 위석식지석묘만으로 구성된 Ⅱ유형, 비열상 군집과 위석식지석묘들이 군집을 이루는 Ⅲ유형으로 분류할 수 있다. Ⅰ유형은 열상의 지석묘 배치로 대변되는 전통적 사회 질서의 전환을 통해 새로운 정치 권력의 등장을 차별화하는 한편, 매장 의례 공간을 지속적으로 점유함으로써 공동체의 통합을 시도하였던 사회 구조의 재편 과정으로 해석된다. Ⅱ유형과 Ⅲ유형에 나타난 공간 구조는 전통과 질서를 유지하려는 유력 개인 또는 공동체의 의지와 기념물 축조를 통해 공동체성을 강화하려는 전략이 반영된 결과로 보인다. 이처럼 지석묘 축조 공간은 전통적 사회 구조와 조화를 유지하는 한편, 주도권을 전환하거나 정체성을 새롭게 하려는 사회적 행위가 투영된 장소로 볼 수 있다. 즉, 지석묘군은 사회 구조/행위 간의 변증법적 관계가 상호 순환되는 장소로서의 의미를 지니고 있었다. 한편, Ⅰ유형에서 보이는 사회 변화의 역동성은 자원 확보와 정보 접근에 유리한 공간적 우위가 작 용한 결과로 보인다. 국지적 차원의 가시권과 네트워크 분석 결과, Ⅰ유형은 주변 공동체와의 상호작 용이 유리한 지점에 위치하고 근접중심성도 높았다. 뿐만 아니라, 지역적 차원에서 네트워크 조직을 통제하고 영향력을 미칠 수 있는 공간적 지위를 차지하고 있었다. Ⅰ유형 지석묘 축조집단은 이러한 공간적 우위를 배경으로 외래품의 입수와 정보 접근에 권한을 행사하며 사회 변화를 주도하는 주체로서 역할을 담당하고 있었던 것이다.