• The Korean Journal of Ecology
• /
• 제14권3호
• /
• pp.273-303
• /
• 1991

A phytosociological study of forest vegetation was carried out in mt. komdan in the period from October 7,1985 to October 15 1989. The forst vegetation could be classified into 7 communities ; quercus monbolica,pinus densiflora, quercus dentata, pinus koraiensis, larix leptoletsis, pinus rigida,castanea creaneta. The principal forest community in mt. komdan-the quercus mongulica community- was distributed mainly at the altitude of 400~600m and the importance value was 187.1. The pinus desiflora community was 137.9. since pinus koraiensis, larix laptolepsis,pinus rigida, castanea creanata, etc. werw planted in this region, It seems that it was frequently disturbed by human interference,especilly, the destruction of the vegetation in the recreation ground of paldang, the regions around the village of hasangok-ri and the main routes for mountain climbing appeared severely.

• Computers and Concrete
• /
• 제19권5호
• /
• pp.589-597
• /
• 2017

Strut-and-tie modeling method, which evolved on truss-model approach, has generally been preferred for the design of complex reinforced concrete structures and structural elements that have critical shear behavior. Some structural members having disturbed regions require exceptional detailing for all support and loading conditions, such as the beam-column connections, deep beams, short columns or corbels. Considering the general expectation of exhibiting brittle behavior, corbels are somewhat dissimilar to other shear critical structures. In this study, reinforcement layout of a corbel model was determined by the participation of structural optimization and strut-and-tie modeling methods, and an experimental comparison was performed against a conventionally designed model.

• 한국자원식물학회지
• /
• 제35권3호
• /
• pp.405-410
• /
• 2022

We have discovered Vicia grandiflora Scop., a newly invasive alien species in Baekun-ri, Okcheon-gun, Chungcheongbuk-do, Korea. This species is native to regions from Central and Southeast Europe to Central Asia and Iran and is reported as an invasive species in North America and Japan. This species is similar to the Vicia sativa complex (V. sativa subsp. sativa, V. sativa subsp. nigra) but can be readily distinguished by the undivided ovate to semi-hastate stipules of the upper leaves, yellowish petals, large size of its flower, and elongated hilum. In the field, V. grandiflora grows in disturbed sites near cultivated land, suggesting that their seeds are typically transported by vehicles along with fertilizer or livestock feed. Here, we present the morphological description, photographs, and sites of V. grandiflora growth, which will be useful in guiding the management of this invasive alien plant.

• Ocean and Polar Research
• /
• 제27권2호
• /
• pp.135-148
• /
• 2005

Macrobeilthic fauna were collected using a van Veen grab $(0.1m^2)$ to investigate the spatial characteristics of the macrobenthos community at 28 stations near the Nakdong River estuary, Southeast Korea, in September 2001. A total of 203 species were sampled with a mean density of $1,554 ind./m^2$ and a biomass of $252.3 gWWt/m^2$. Annelids were the dominant faunal group in terms of species and density, with 68 species and a mean density of $1,031ind./m^2$, which comprised 33.5% and 66.3% of the total benthic animals, respectively. Based on density, three Polychaetes were dominant Tharyx sp· $(420ind./m^2)$, Lumbrineris longifolia $(143ind./m^2)$, and Sternaspis scutata $(118ind./m^2)$, along with a bivalve Theora fragilis $(129 ind./m^2)$. On cluster analysis, the benthic community was classified into four groups based on the species composition: Group-1 occurred in disturbed areas, Group-II in coastal regions, Group-III in central mariculture grounds, and Group-IV offshore. Environmental factors (mean gain size, organic carbon, and depth) were primarily correlated with the macrobenthos community structure. A benthic pollution assessment based on the macrobenthos community structure showed that Group-I and Group-II were located in a coastal area that had been severely disturbed by construction of Busan new port and various pollutants, Group-III was gradually polluted, while offshore Group-IV was the most stable.

• 대한토목학회논문집
• /
• 제26권3A호
• /
• pp.411-419
• /
• 2006

본 연구에서는 현재의 설계기준에서 명확하게 제시하지 못하고 있는 3차원 응력교란영역의 설계를 위해 3차원 스트럿-타이 모델을 이용하는 새로운 설계방법을 제안하였고, 실무자들이 이 방법에 따라 콘크리트 구조부재를 설계하는데 편리함을 제공해주는 실용적인 3차원 스트럿-타이 모델 전용 그래픽 프로그램을 개발하였다. 격자 스트럿-타이 모델을 사용함으로서 모델 선정에 따른 주관성을 배제하였고, 3차원 파괴면, 압축주응력 흐름의 방향, 그리고 스트럿의 방향 등을 이용하여 3차원 스트럿의 유효강도를 계산하는 방법을 개발하였다. 본 연구의 해석과정은 스트럿의 최대단면적과 필요단면적을 이용하여 최대하중을 계산한 다음, 계산된 타이의 필요단면적을 배근된 철근의 단면적으로 대치시켜 증분하중단계를 이용한 비선형 트러스 해석을 수행하는 방법이다. 설계과정은 주어진 설계하중에 대하여 필요철근량을 산정하고 스트럿과 절점의 강도를 검토하는 일련의 설계방법이다. 따라서 제안된 방법은 유한요소해석과의 상호작용을 통하여 스트럿-타이 모델의 단점을 보완하고 장점을 최대한 활용하기 위한 컴퓨터에 기반한 스트럿-타이 모델 방법으로 분류될 수 있다. 제안된 방법의 타당성을 검증하기 위하여 파괴실험이 수행된 9개의 말뚝기초 공시체의 파괴강도 예측 및 교각코핑부의 설계를 수행하였고, 그 결과를 기존의 연구결과 및 기존 설계기준에 의한 해석 및 설계결과와 비교하였다.

• 대한토목학회논문집
• /
• 제26권5A호
• /
• pp.841-848
• /
• 2006

PSC 박스거더 교량의 격벽(diaphragm)은 프리스트레스에 의해 큰 집중하중이 가해지기 때문에 응력의 분포가 매우 교란되며 격벽에 발생하는 과도한 균열은 격벽의 거동을 매우 복잡하게 만든다. AASHTO 설계기준에 따르면 집중 긴장하중에 의한 3차원 효과는 3차원 모델을 이용하거나, 둘 혹은 그 이상의 평면으로 분리된 하위모델(submodel)을 사용하여 근사적으로 계산하는 방법을 허용하고 있다. 이때 하위모델은 각 방향에 대하여 독립적으로 결정할 수 있으나 모델 간의 상호작용이 고려되어야 하며 일관성이 있어야 한다. 그러나 외부 긴장재의 정착을 위한 격벽은 2차원 문제로 간주하기 어려운 3차원 응력교란영역(disturbed region) 구조물이며, 2차원 모델을 이용하여 격벽에 작용하는 힘의 흐름을 표현하는 것은 만족한 결과를 주지 못한다. 본 연구에서는 3차원 응력교란영역 구조부재의 해석/설계를 위해 제안된 컴퓨터에 기반한 3차원 격자 스트럿-타이 모델 방법을 이용하여 Texas대학교에서 실험, 파괴된 PSC 박스거더 격벽의 1/2 축소 모형을 해석하였다. 그리고 그 결과를 기존의 연구결과 및 실험결과와 비교하여 제안된 방법의 타당성과 정확성을 평가함으로서, 포스트텐션 정착부 및 격벽부 설계를 위한 합리적인 컴퓨터 기반의 설계방법을 제시하였다.

• 대기
• /
• 제19권1호
• /
• pp.9-36
• /
• 2009

Two heavy snowfall events occurred in Yeongnam and Yeongdong regions of the Korean Peninsula during the period from 4 to 6 March 2005 are analyzed. The events were developed by two different meso-scale snow clouds associated with an extratropical low passing over the Western Pacific. Based on synoptic data, GOES-9 satellite images, and precipitation amount data, the events were named as Sokcho and Busan cases, respectively. We analyzed the development mechanism of the events using meterological variables from the NCEP(National Centers for Environmental Prediction) /NCAR(National Centers for Atmospheric Research) reanalysis data such as potential vorticity(PV), divergence, tropopause undulation, static stability, and meridional wind circulation. The present analyses show that in the case of Sokcho, the cyclonic circulation in the lower atmosphere in the strong baroclinic region induced the cyclonic circulation in the upper atmosphere. The cyclonic circulation in the lower and upper atmosphere caused a heavy snowfall in the Sokcho region. In the case of Busan, the strong cyclonic circulation in the upper atmosphere was initiated by the stratospheric air intrusion with the high positive PV into the troposphere during the tropopause folding. The upper strong cyclonic circulation enhanced the cyclonic circulation in the lower disturbed atmosphere due to the extratropical low. This lower cyclonic circulation in turn, intensified the upper cyclonic circulation, that caused a heavy snowfall in the Busan region.

• Geomechanics and Engineering
• /
• 제7권6호
• /
• pp.589-612
• /
• 2014

This study includes determination of liquefaction potential in Erzincan city center. Erzincan Province is situated within first-degree earthquake zone on earthquake map of Turkey. In this context, the earthquake scenarios were produced using the empirical expressions. Liquefaction potential for different earthquake magnitudes (6.0, 6.5, 7.0) were determined. Liquefaction potential was investigated using Standard Penetration Test (SPT). Liquefaction potential analyses are determined in two steps: geotechnical investigations and calculations. In the first steps, boreholes were drilled to obtain disturbed and undisturbed soil samples and SPT values were obtained. Laboratory tests were made to identify geotechnical properties of soil samples. In the second step, liquefaction potential analyses were examined using two methods, namely Seed and Idriss (1971), Iwasaki et al. (1981). The liquefaction potential broadly classified into three categories, namely non-liquefiable, marginally liquefiable and liquefiable regions. Additionally, the liquefaction potential index classified into four categories, namely non-liquefiable, low, high and very high liquefiable regions. In order to liquefaction analysis complete within a short time, MATLAB program were prepared. Following the analyses, liquefaction potential index is investigated by Iwasaki et al. (1982) methods. At the final stage of this study, liquefaction potential maps and liquefaction potential index maps of the all study area by using IDW (inverse distance weighted) interpolation method in Geostatistical Analyst Module of ArcGIS 10.0 Software were prepared for different earthquake magnitudes and different depths. The results of soil liquefaction potential were evaluated in ArcGIS to map the distributions of drillings with liquefaction potential. The maps showed that there is a spatial variability in the results obtained which made it difficult to clearly separate between regional areas of high or low potential to liquefy. However, this study indicates that the presence of ground water and sandy-silty soils increases the liquefaction potential with the seismic features of the region.

• 한국환경복원기술학회지
• /
• 제13권3호
• /
• pp.114-127
• /
• 2010

This study aimed at reviewing the case examples of environmental assessment of development projects within management zones, identifying problems and improvement opportunities and suggesting the direction of environmental assessment for management zones that are increasingly segmented Findings showed that first, the assessment of environment soundness in management zones must incorporate the national land environmental map and wide-area ecological axes established by the Ministry of Environment. Second, regarding development activities in management zones, rather than an issue of simply destroying natural environment in a development site itself during a development period, an issue of permanently isolating ecosystems from surrounding areas in a mid/long-term perspective and continually polluting water in mid-stream/upstream regions where sites are located must be considered. Third, in the case of development projects with vast areas, existing plant communities will be disturbed and the naturalness of vegetation will gradually decline due to foreign tree species introduced for landscape architecture. Therefore, creating buffer forests at forest boundaries and planting native tree species that are same as nearby tree species must be examined. Last but not least, when assessing the environmental soundness of management zones, it would be crucial to comprehensively review the environmental, social and locational features of management zones, including surrounding areas, and set the direction of environmental assessment accordingly.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2008년도 추계 학술발표회 제20권2호
• /
• pp.265-268
• /
• 2008

슬래브-기둥 접합부는 많은 구조물의 시공에 사용되고 있다. 그러나 횡하중을 받는 슬래브-기둥 접합부의 파괴거동 및 극한강도를 예측하는 것이 매우 어렵기 때문에 현행 구조물 설계기준은 횡하중을 받는 슬래브-기둥 접합부의 파괴 거동을 명확하게 설명하지 못하고 있다. 본 논문에서는 횡하중을 받는 슬래브-기둥 접합부의 극한해석과 설계를 위하여 응력교란영역을 가지는 3차원 구조의 해석과 설계를 위하여 제안된 3차원 격자 스트럿-타이 모델 방법을 파괴실험이 수행된 43개의 횡하중을 받는 슬래브-기둥 접합부의 극한강도 평가에 적용하고, ACI 318-05 기준과 FIB 1999 기준에 의한 극한강도 평가결과와 비교함으로써 3차원 격자 스트럿-타이 모델 방법의 타당성을 검토하였다.