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한우개량을 위한 유단백질의 유전적 다형현상에 관한 연구
한상기(S . K . Han),정의용(E . Y . Chung),양교석(K . S . Yang),신유철(Y . C . Shin) 한국축산학회 1991 한국축산학회지 Vol.33 No.2
Genetic polymorphisms of milk proteins, αs₁-casein (αs₁-CN) β-casein (β-CN), k-casein (k- CN) and β-lactoglobulin (β- LG), in milk samples from 175 Korean native cattle were analyzed by using starch gel elec-trophoresis. Their genotype and gene frequencies were estimated and their genetic relationships with other breeds were compared by using genetic distance and dendogram. The results obtained were summarized as fallows ; 1. Three genetic variants each were identified at αs₁-CN (BB, BC, and CC), k-CN (AA. AB and BB) and β-LG (AA, BB and BB) and nine genetic variants (A¹A¹, A²A², A¹A², A¹A⁴, A²A⁴, BA¹, BA², BA⁴ and BB) existed at β-CN. 2. Genotype distributions of the milk protein loci were as fallows: αs₁-CN BB 76% BC 21.1%, CC 2.9% β-CN A²A²40%, A¹A²38.3%, BA²11.4%, A¹A¹3.4%,, A²A⁴2.9%, BA¹1.7%, A¹A⁴1.1%, BA⁴0.6%, BB 0.6%, k-CN AB 52%, AA 37.1%, BB 10.9%, β-LG BB 76%, AB 23.4%, AA 0.6%. The distributions of genotypes in each milk protein locus were corresponded closely to expectations of Hardy-Weinberg equilibrium. 3. Gene frequencies of the milk protein loci were: αs₁-CN^B 0.866, αs₁-CN^C 0.134; β-CN^A2 0.660, β-CN^A1 0.235, β-CN^B 0.080, β-CN^A4 0.025: k-CN^A 0.631. k-CN^B 0.369; β-LG^A 0.877, β-LG^B 0.123. 4. From the analysis of` the genetic distance values and the dendogram drawn from the genetic distances matrix, the results indicate that there was a close relationship between Korean native cattle and Japanese native cattle, especially Japanese Brown. Consequently, it is supposed that Japanese native cattle originated from Korean native cattle.
PCR - RFLP 기법을 이용해 젖소개량을 위한 유전적 표지로서 K- Casein 좌위의 유전자형 분석
정의룡(E . R . Chung),김우태(W . T . Kim),최석호(S . H . Choi),임태진(T . J . Rhim),한상기(S . K . Han) 한국축산학회 1995 한국축산학회지 Vol.37 No.1
Genotypes of K-casein(K-CN) locus as a genetic marker linked to quantitative trait loci affecting traits of economic importance in dairy cattle were determined by PCR-RFLP method. Genomic DNA was prepared from blood of Holstein cows. The PCR was used to amplify an 874 by region between nucleotides 10592 and 11466 from exon IV to intron IV of the bovine K-CN gene using sense primer(5`-GTGCTGAGTAGGTATCCTAG-3`) and antisense primer(5`GTAGAGTGCAACAACACTGG-3`). After amplification, PCR products were digested with four restriction enzymes, Hind III, Rsa I, Taq I, and Pst I, and the fragments were separated by agarose gel electrophoresis for RFLP analysis of K-CN locus. In addition to screening for the known Hind III and Rsa I restriction site polymorphisms of K-CN locus, we have found additional RFLPs specific for the K-CN A and B alleles in Taca I and Pst I enzymes. The amplified DNA product digested with each restriction enzyme generated specific RFLP pattern that allowed precise identification of K-CN AA, BB or AB genotypes. The K-CN genotypes determined for cows by the PCR-RFLP method agreed completely with the phenotypes obtained from milk samples of the same individuals. Thus, PCR amplification and RFLP analysis was shown to be a rapid and sensitive method for the discrimination of K-CN genotypes directly at the DNA level in dairy cattle of any age or sex. Consequently, the PCR-RFLP method presented in this study can be used as a valuable tool for early selection of AI bulls and calves with desirable K-CN B gene or K-CN BB genotype affecting superior milk production traits for genetic improvement of Holstein dairy cattle.
鄭民煥,李錫南,朴昌植,丁小鳳,金成根 경희대학교 체육과학연구소 1978 體育學論文集 Vol.6 No.-
In the result of the research on the interests to the physical strength code system of boy high school (Comparison) of advancing to higher education and nonadvancing to higher education), it was possible to deduce the following conclusion and the suggestions from the theoretical background and the assumptions mentioned above forwarded by this research. 1. The understanding in the system of P.S.C. in inefficient. 2. The system failed to provide to one's strengh buiding 3. The training for P.S.C. is always not practiced consistently but being exercised on the immediate of inspection. 4. The understanding on the itemized purpose of its inspection is relatively low. 5. The inspection has something to do with the entrance examination and conderned because of the directive score points. 6. The inspection system failed to show a fairness and a lot of contradictions have been pointed out in the course of its execution. 7. In a comparison of advancing to higher education and nonadvanoing to higher education, the latter has not considered a special necessity. 8. The relative importance for the entrance examination by current inspection of P.S. has shown as fitted one. 9. It is not well comed to practice only in the training of P.S.C. at the assigned time to P.S. From the above conclusion, the following suggestions are required. 1. It is required that the system of P.S.C. is to be equally alotted to the all physical curriculum so that the guidance with the possitive plans be undertaken in the ordinal time. 2. It should not be limited of the system of P.S.C. in reflecting to the result of entrance examination for the boys of advancing to higher educations, and but considered in the dimension of national aspects, and the systematic backing policy enabling to exercise with a interest to the system of P.S.C even for the group of non-advancing for higher education be necessary. 3. A objectivity making the inspection thorough and correct in the course of execution, of the system of P.S.C. is required. 4. The fairness of inspection should be maintained by a sufficient training in advance for the staffs of the physical strength inspection and the inconsistencies should be developed. 5. The items of sport(Swiming, physical exercise, shooting etc.) beside the items of current P.S. inspection is recommended to be added. In the end, by strengthening the grade of current P.S. inspection, it is necessary to let people know that it Is very hard to get a special grade without a consistent effort in ordinary day.
Geotechnical Characteristics of Marine Clay in Busan New Port
Chung, S.G.,Ryu, C.K.,Beak, S.H.,Huh, D.Y.,Jo, K.Y.,Lee, N.K.,Ninjgarav 東亞大學校建設技術硏究所 2004 硏究論文集 Vol.28 No.1
Since early 1990s reclamation projects in Busan and its vicinity in Nakdong River plain have been performed for industrial and residential complexes. As well it has started to build a new port (Busan Newport) due to increase in overloads of Busan port since late 1990s. In the area the sedimentary deposit is composed of soft clay of about 30m thick, thin sand layer of 3-4m thick, hard clayey soil, and then basal conglomerates and sandy sediments, total thickness of which is about 70m at the maximum under seawater. For the huge project many contract companies have simultaneously performed geotechnical investigations to get design parameters. Based on the harmful experiences gained by the previous projects, it was also required to pay careful attention to sampling and laboratory and field tests for the project. Nevertheless the results of laboratory tests were so scattered and then resulted in difficulty to evaluate the design parameters. Existing data has been reviewed to evaluate the validity or cause of their variation. In addition geological study, sampling and soil tests have been carefully carried out at a few locations. Using the results the clay would be effectively characterized for depositional environment and its relation to soil properties.
Search for the H Dibaryon in (K^-,K^+) Reactions
Aoki, S.,Chung, K.S.,Park, I.G.,Song, J. S. 慶尙大學校 기초과학연구소 1990 基礎科學硏究所報 Vol.6 No.-
We have studied (K^-,K^+) reactions from an emulsion target. The S=-2H dibaryon has been searched for by the analysis of the K^+ momentum spectrum together with emulsion data. No evidence of H production was observed in the mass range of 1.90-2.16 GeV/C^2. Upper limits for the production cross section of the H are (0.2-0.6)% of that for the quasifree≡^- production at the 90% confidence level.
DEM 계산력 변수에 의한 교반분쇄볼밀의 분쇄속도상수 연구
김성수(S.S. Kim),박기태(G.T. Park),정한식(H.S. Chung),최희규(H.K. Choi) 대한기계학회 2008 대한기계학회 춘추학술대회 Vol.2008 No.5
In study of grinding mechanism, theological equations for grinding process have been used which are based on material balance. The solution of such equations are generally not given. To study for grinding rate K of a stirred ball mill, it was simplified and conditioned to calculate movement of all balls by using DEM (Discrete Element method) simulation. The grinding rate K is expressed as K=a exp(bn) by experiments. To identify relation between K and DEM simulation results, as new conception, calculate force F<SUB>cal</SUB> are introduced and it is defined as F<SUB>cal</SUB> = average force acting on one ball x coordination number. With F<SUB>cal</SUB>, grinding rate K could be expressed as K = a'F<SUB>cal</SUB>+ b'.