• 한국가금학회지
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• 제43권2호
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• pp.77-88
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• 2016

본 연구에서는 국산종계 개발을 위하여 5계통의 토종닭 순계를 이용하여 $5{\times}5$ 이면교배조합 시험을 수행하고, 공시된 25계통에 대한 스트레스 반응 정도를 비교 분석하였다. 스트레스 반응정도 표지로 텔로미어 함량 및 감축율, 열 스트레스 단백질 유전자(HSPs)로 HSP-70, $HSP-90{\alpha}$, $HSP-90{\beta}$의 발현율 및 DNA 손상율을 이용하여 분석하였다. 텔로미어 함량은 양적 형광접합보인법을 이용하고, HSPs 발현율은 quantitative real-time PCR 기법으로, DNA 손상율은 Comet assay법을 적용하였다. 분석 결과, 교배조합 25계통 간 텔로미어 함량과 감축율, HSPs 유전자 발현율 및 DNA 손상율 모두에서 유의한 차이를 보였고, 더불어 계통 간 체중 및 생존율에도 유의한 차이가 나타났다. 텔로미어 감축율, HSPs 유전자 발현율 및 DNA 손상율 모든 분석 값에서 W 및 Y 계통과의 교잡구가 다른 교잡구에 비해 유의하게 낮은 값을 보였고, 반면 G계통의 순계구가 가장 높은 값을 나타내었다. 생존율과 스트레스 표지 값들 간의 상관계수를 추정한 결과, 텔로미어 함량과는 저도의 정(+)의 상관, HSP-70, $HSP-90{\alpha}$, $HSP-90{\beta}$ 및 DNA 손상율과는 중도 및 저도의 부(-)의 상관을 나타내었다. 또한 폐사 개체와 생존 개체 간 HSP-70, $HSP-90{\alpha}$ 및 $HSP-90{\beta}$의 발현율을 비교 분석한 결과, 폐사 개체의 HSPs 발현율이 생존 개체에 비해 유의하게 높은 발현율을 보였다. 이상 스트레스 표지 값의 분석 결과를 종합할 때, 교잡계들이 순계에 비해 스트레스 저항성이 높은 것으로 판단되고, 더불어 W, Y와 같은 경량종 계통의 교잡계들이 외적 스트레스에 강한 반면, G, H, F와 같은 고체중 계통의 교잡계들은 스트레스에 민감한 것으로 사료된다.

• 한국육종학회지
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• 제43권5호
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• pp.413-421
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• 2011

본 연구에서는 관행의 교배육종과 DNA 마커를 이용한 MAS의 접목을 통하여 벼멸구 저항성과 관련된 단점을 보완하고, 효율적으로 도열병, 줄무늬잎마름병, 흰잎마름병, 벼멸구, 끝동매미충 저항성이 집적된 복합내병충성 우량계통을 육성하고자 수행하였다. 교배모본으로는 완전미율이 높고, 끝동매미충에 저항성인 '남평'과 단간이면서 흰잎마름병에 저항성인 '주남'을 반복친으로 사용하였고, 벼멸구저항성 유전자 Bph1을 가지고 있지만 간장이 크고 재배안전성이 미흡한 '밀양220호'를 공여친으로 사용하였다. 벼멸구 저항성 연관마커 RM28493을 이용하여 $BC_1F_1$ 및 $BC_2F_1$ 세대에서 MAS로 저항성 개체 선발과 여교잡을 수행하였으며, 복교잡 $F_1$ 세대에서 MAS를 통한 벼멸구 저항성이 고정된 계통을 선발하였다. 고세대 계통에서 생물검정을 통하여 흰잎마름병, 끝동매미충에 저항성인 계통을 선발하였다. MAS와 생물검정을 통해 도열병, 흰잎마름병, 줄무늬잎마름병, 벼멸구 및 끝동매미충에 저항성인 85개의 복합내병충성계통을 선발하였다. 복합내병충성 계통의 간장, 완전미율 및 수량은 각각 71~88 cm, 51~93%, 449~629 kg/10a 사이에 분포하였다. 복합내충성계통중 간장, 완전미율 및 수량이 남평벼와 비슷한 계통을 선발하여 '밀양265호'로 명명하였다. 최종적으로 본연구에서는 기존의 교배육종과 분자육종의 접목을 통하여 복합내병충성 우량계통을 육성하였으며, 이는 금후 유용교배모본으로 활용될 것으로 기대된다.

• 한국물환경학회지
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• 제20권2호
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• pp.170-175
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• 2004

The purpose of this study was to monitor bacteria present in raw water and to investigate the effect of ozone, UV and combined ozone/UV processes for inactivating bacteria. Both polymerase chain reaction (PCR)-fragment length polymorphic analysis (PRA) and PCR-sequence analysis (PSA) were applied for the simultaneous analysis of numerous bacteria species present in each tested water, such as drinking water (DRW), drinking water source (DRWS) and sewage effluent water (SEW). According to the result, the number of detected bacteria species was zero in DRW, 58 in DRWS and 13 in SEW. After treatment of the each process, the ozone/UV process was the most successful for inactivating almost all bacteria. However, it was found that Flavobacterium sp., Pseudomonas sp. and Beta proteobacterium sp. had strong resistant to all tested processes, requiring further detailed study.

• 한국안전학회지
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• 제29권5호
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• pp.67-73
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• 2014

Construction equipment such as tower crane should be installed in a field without appropriate anchorage to cause a collapse of crane. The anchorage capacity can be varied with Anchor length, concrete strength, anchor diameter, hooked or non hooked these variables will be made and tested in the study. It is shown what anchorage capacity will be more effective case by case. Hooked and non-hooked rebar anchor concrete weight with dia 22mm rebar are shown with initial displacement at 170~220KN of hooked case and 200~210KN of non-hooked one which are linearly increased, without any ductility behavior with almost brittleness. Three(3) same test pieces are almost similarly behaviored without relation to hooked or non-hooked cases. It is found out that the bigger diameter of rebar becomes, the more resistant capacity could be made, but conversely ductility against sudden collapse similar to brittleness becomes the more insufficient. It is also found out that dia 16mm rebar could be more effectively applied to heavy support weight at construction sites.

• Wind and Structures
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• 제20권3호
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• pp.469-488
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• 2015

A full-scale instrumented low-rise building with gable roof was built at a coastal site with a high incidence of tropical cyclones for monitoring of wind effects on the building during windstorms. This paper presents the field measurements of the wind velocity field around and the wind-induced pressures on the low-rise building during the passage of severe tropical storm Soudelor. Near-ground wind characteristics such as wind speed, wind direction, turbulence intensity, gust factor, turbulence integral length scale and wind velocity spectra were investigated. The wind-induced pressures on the roof of the building were analyzed and discussed. The results revealed that the eave and ridge edges on the roof were subjected to the most severe suction pressures under quartering winds. These suction pressures showed obvious non-Gaussian behavior. The measured results were compared with the provisions of ASCE 7-10 to assess the suitability of the code of practice for the wind-resistant design of low-rise buildings under tropical cyclones. The field study aims to provide useful information that can enhance our understanding of the extreme wind effects on low-rise buildings in an effort to reduce tropical cyclone wind damages to residential buildings.

• 한국환경과학회지
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• 제21권11호
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• pp.1297-1305
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• 2012

Clonal plants combine sexual and clonal reproduction, which contribute differently to plant fitness. Reproductive analyses have highlighted the importance of clonal growth in shaping the spatial genetic structure in Potentilla conferta Bunge, a herbaceous rhizomatic clonal distributed in hot sand dunes. We investigated the reproduction system of P. conferta at two populations in Mongol and three natural populations in Uzbekistan. The measurements of 19 quantitative or qualitative morphological characters were taken on each of total individuals directly from their natural habitats. Some morphological characteristics between Mongolia and Uzbekistan populations showed a slight heterogeneity of variance. Especially, the length of internodes (LFI and LSI) and characteristics of root (LLR and NOR) were shown a significant difference between two countries (P<0.05). P. conferta of Uzbekistan has most ramets at short distance intervals 30~100 cm. In light conditions, P. conferta of Uzbekistan was significantly less resilience than P. conferta of Mogol. In drought conditions, although there was not shown significant difference, P. conferta in Uzbekistan was less resilience than that in Mogol. The core analysis indicates that P. conferta in Uzbekistan is the more resistant than that of Mongol and seems to do by sexual reproduction strategy during several strong environmental disadvantages such as drought events.

• Preventive Nutrition and Food Science
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• 제16권4호
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• pp.339-347
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• 2011

Flour and isolated starch from chickpea (desi type, 328S-8) were evaluated for their in vitro digestibility and physicochemical properties. The protein content, total starch content and apparent amylose content of chickpea flour and isolated starch were 22.2% and 0.6%, 45.8% and 91.5%, and 11.7% and 35.4%, respectively. Chickpea starch granules had an oval to round shape with a smooth surface. The X-ray diffraction pattern of chickpea starch was of the C-type and relative crystallinity was 24.6%. Chickpea starch had only a single endothermic transition (13.3 J/g) in the DSC thermogram, whereas chickpea flour showed two separate endothermic transitions corresponding to starch gelatinization (5.1 J/g) and disruption of the amylose-lipid complex (0.7 J/g). The chickpea flour had a significantly lower pasting viscosity without breakdown due to low starch content and interference of other components. The chickpea starch exhibited significant high setback in the viscogram. The average branch chain length, proportion of short branch chain (DP 6~12), and long branch chains (DP${\geq}$37) of isolated chickpea starch were 20.1, 20.9% and 9.2%, respectively. The rapidly digestible starch (RDS), slowly digestible starch (SDS) and resistant starch (RS) contents of chickpea flour and starch were 9.9% and 21.5%, 28.7% and 57.7%, and 7.1% and 9.3%, respectively. The expected glycemic index (eGI) of chickpea flour (39.5), based on the hydrolysis index, was substantially lower than that of isolated chickpea starch (69.2).

• Wind and Structures
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• 제12권6호
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• pp.553-574
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• 2009

This paper presents statistical analysis results of wind speed and atmospheric turbulence data measured from more than 30 anemometers installed at 15 different height levels on 325 m high Beijing Meteorological Tower and is primarily intended to provide useful information on boundary layer wind characteristics for wind-resistant design of tall buildings and high-rise structures. Profiles of mean wind speed are presented based on the field measurements and are compared with empirical models' predictions. Relevant parameters of atmospheric boundary layer at urban terrain are determined from the measured wind speed profiles. Furthermore, wind velocity data in longitudinal, lateral and vertical directions, which were recorded from an ultrasonic anemometer during windstorms, are analyzed and discussed. Atmospheric turbulence information such as turbulence intensity, gust factor, turbulence integral length scale and power spectral densities of the three-dimensional fluctuating wind velocity are presented and used to evaluate the adequacy of existing theoretical and empirical models. The objective of this study is to investigate the profiles of mean wind speed and atmospheric turbulence characteristics over a typical urban area.

• Structural Engineering and Mechanics
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• 제65권1호
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• pp.81-89
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• 2018

Stone column installation is a convenient method for improvement of soft ground. In very soft clays, in order to increase the lateral confinement of the stone columns, encasing the columns with high stiffness and creep resistant geosynthetics has proved to be a successful solution. This paper presents the results of three dimensional finite element analyses for evaluating improvement in behaviour of ordinary stone columns (OSCs) installed in soft clay by geotextile encasement under monotonic and cyclic loading by a comprehensive parametric study. The parameters include length and stiffness of encasement, types of stone columns (floating and end bearing), frictional angle and elastic modulus of stone column's material and diameter of stone columns. The results indicate that increasing the stiffness of encasement clearly enhances cyclic behaviour of geotextile encased stone columns (GESCs) in terms of reduction in residual settlement. Performance of GESCs is less sensitive to internal friction angle and elasticity modulus of column's materials in comparison with OSCs. Also, encasing at the top portion of stone column up to triple the diameter of column is found to be adequate in improving its residual settlement and at all loading cycles, end bearing columns provide much higher resistance than floating columns.

• JSTS:Journal of Semiconductor Technology and Science
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• 제13권6호
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• pp.622-634
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• 2013

The circuit level implementation of nanoscale Insulated Shallow Extension Silicon On Nothing (ISE-SON) MOSFET has been investigated and compared with the other conventional devices i.e. Insulated Shallow Extension (ISE) and Silicon On Nothing (SON) using the ATLAS 3D device simulator. It can be observed that ISE-SON based inverter shows better performance in terms of Voltage Transfer Characteristics, noise margin, switching current, inverter gain and propagation delay. The reliability issues of the various devices in terms of supply voltage, temperature and channel length variation has also been studied in the present work. Logic circuits (such as NAND and NOR gate) and ring oscillator are also implemented using different architectures to illustrate the capabilities of ISE-SON architecture for high speed logic circuits as compared to other devices. Results also illustrates that ISE-SON is much more temperature resistant than SON and ISE MOSFET. Hence, ISE-SON enables more aggressive device scaling for low-voltage applications.