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한우에서 $PGF_{2{\alpha}}$ 투여 후 난포 크기 및 발달 과정에 따른 발정 증상의 발현
박철호,류재선,유대중,박인철,김종택,서국현,오기석,손창호,Park, Chul-Ho,Ryu, Jae-Sun,Yu, Dae-Jung,Park, In-Chul,Kim, Jong-Taek,Suh, Guk-Hyun,Oh, Ki-Seok,Son, Chang-Ho 한국수정란이식학회 2012 한국동물생명공학회지 Vol.27 No.3
This study was operated to establish induction using ultrasonography by estimating the relation of follicle size and estrus manifestation. Clinical estrus symptoms were observed 97.4% in cows and 87.5% in heifers when overall 55 cows were induced to estrus in a single dose of $PGF_{2{\alpha}}$ after verifying CL through ultrasonography, which means estrus hours among those 52 cows showing the clinical estrus symptoms were estimated 2.39 days on cows and for 2.37 days on heifers which showed no differences (p>0.05). The estrus manifestation hours according to the follicle size in cows didn't have any significance each other (p>0.05), though estrus hours was 54 hours (the shortest) with follicle size bigger than 10 mm and were made up within 69 hours. The estrus manifestation hours according to the follicle size in heifers didn't have any significance each other (p>0.05) and took around 42 hours (the shortest) with follicle size of 5mm (the smallest) and were made up within 66 hours. Follicles after $PGF_{2{\alpha}}$ injection were ovulated and assigned to many phases as follows; Group 1 (growing phase) - continuously growing into ovulation, Group 2 (growing and static phase) - delaying in growth after the growth of follicles, Group 3 (static and growing phase) - growing after growth delay, Group 4 (regressing and new growing phase) - the follicle is closed and a new follicle grows. In addition, the process of follicle development and estrus hours had no significance each other (p>0.05), though estrus manifestation hours in Group 1 and 2 was relatively short, and in Group 3 and 4 for a relatively long time. In the result of all above, the estrus manifestation hours after $PGF_{2{\alpha}}$ injection has no differences accoring to the follicle size in cows and heifers. Therefore, High pregnancy rate is obtained when practicing artificial insemination within 3 days in estrus or TAI in 72 to 80 hours after adminitrating $PGF_{2{\alpha}}$.
한우에서 $PGF_{2{\alpha}}$ 투여에 의한 발정유도 후 난소 구조물 및 호르몬의 변화와 수태율
박철호,류재선,유대중,박인철,김종택,서국현,오기석,손창호,Park, Chul-Ho,Ryu, Jae-Sun,Yu, Dae-Jung,Park, In-Chul,Kim, Jong-Taek,Suh, Guk-Hyun,Oh, Ki-Seok,Son, Chang-Ho 한국수정란이식학회 2012 한국동물생명공학회지 Vol.27 No.3
This study was carried out to develop the useful inducing method of estrus for Korean native cows. Under the condition of estrus induction by administering $PGF_{2{\alpha}}$ for the cows in which corpus luteum (CL) in ovaries was detected by ultrasonography, ovarian responses and the changes of progesterone ($P_4$) concentration against $PGF_{2{\alpha}}$ compared with conception rate were observed in cows and heifers. In inducing estrus administering $PGF_{2{\alpha}}$. to the cows which has corpus luteum in ovaries, ovarian reponses, the changes of progesterone concentration, and conception rate were identified and compared. The results attained from the studies were as follows. Significant decreases of CL in size over time after $PGF_{2{\alpha}}$ administration were detected in both cow and heifer groups (p<0.001), but not different between groups in the CL regression rate (p>0.05). In addition, the percentage changes relative to the plasma $P_4$ concentration on day 1 after $PGF_{2{\alpha}}$ treatment were decreased to below 1ng/ml. The growth rate of follicle was observed as 31% on day 1 and 42% on day 2 in cows, and 34% on day 1 and 97% on day 2 in heifers, resulting that growth of heifers are faster than that of cows (p<0.05). The conception rate after $PGF_{2{\alpha}}$ treatment were 60.5% and 64.2% in cows and heifers, respectively. It also indicated that the conception rate after estrus observation with $PGF_{2{\alpha}}$ injection was as high as 66.6% while that with timed-artificial insemination (TAI) regardless of the estrus observation was 56%, which means the pregnancy rate of artificial insemination after estrus observation was higher than that of TAI (p<0.05). In the result of all above, there were significant decreases in CL size and the plasma $P_4$ concentration by days but rapid growth in follicles, which has no differences in cows and heifers. The conception rate was commonly high after estrus observation and more than 50% under TAI.
보급형 신한옥을 위한 부위별 공법 개발 및 영향도 분석
김민,김효선,류재선,정영수,Kim, Min,Kim, Hyosun,Ryu, Jaeseon,Jung, Youngsoo 한국건설관리학회 2014 한국건설관리학회 논문집 Vol.15 No.2
한옥에 대한 관심이 급증을 하고 있는 가운데, 가격경쟁력을 갖춘 신한옥이 개발되고 있다. 이러한 신한옥 개발에 있어서, 공법의 개발은 필수적이다. 이에, 본고에서는 신한옥의 개발과정 중 실제 건설된 전통한옥 1채와 신한옥 2채의 사례를 중심으로 신공법 사례 소개와 각 한옥의 부위별 공법을 비교하였다. 또한, 부위별 공법별로 공사비 및 공기의 영향도를 분석하였다. 그 결과, 전통한옥 대비 신한옥의 공사비는 모든 부위에서 저감되었으며, 공기는 대부분의 부위에서 단축되었다. 두 신한옥 사례의 분석 결과, 목재 구조체와 지붕의 공사비 및 공기 비율이 가장 높았으며, 다음으로 벽체, 바닥, 창호, 기초 순으로 나타났다. 효과적인 공사비 저감 및 공기 단축을 위해서는 목재 구조체 및 지붕 부위의 공법개발에 집중해야 한다. Modernized Korean housing (Hanok) with competitive price has been actively developed due to the increased interests in traditional Korean housing. Developing new building materials and methods is an essential area for Modernized Hanok. This paper compared and analyzed two mock-up buildings of Modernized Hanok and one mock-up of Traditional Hanok those were actually constructed as test-beds. Many different new methods were introduced, and their influences on construction cost and schedule were analyzed in order to verify the research results as well as to find implications for future direction. As a result, the construction cost and schedule of Modernized Hanok have been decreased by about 40% and 20%, respectively, when compared with traditional one. 'Wood frame' and 'Roof' are found as being the most influencing areas with highest weights in terms of cost and schedule. Therefore, further development in these two areas would facilitate to reduce overall cost of Modernized Hanok with improved building performance.
축력과 양단 비대칭모멘트를 받는 단일곡률 스테인리스 각형강관보-기둥의 좌굴내력에 관한 실험적 연구
장호주(Jang Ho-Ju),류기표(Ryu Ki-Pyo),박재선(Park Jae-Seon),양영성(Yang Young-Sung) 대한건축학회 2009 大韓建築學會論文集 : 構造系 Vol.25 No.6
This study is a series of experimental investigation on the buckling strengths of eccentrically compressed cold-formed stainless steel rectangular hollow section beam-columns. The principal parameters in this study are slenderness ratios(Lk/r=30, 50, 70) and magnitude of eccentricity e(one way : 0, 25, 50, 75, 100㎜, the other way : 0, 12.5, 25, 37.5, 50㎜) on the asymmetrical end-moment of a single curvature. Objectives of this paper are to obtain the maximum loads by performing an experimental work and to compare the experimental behaviors with analytical results. The ultimate buckling strength of square section members are evaluated by a numerical method in accordance with the bending moment-axial force(M-P) interaction curves. The behavior of each specimen is displayed in the form strength-displacement and moment-angle(M- θ) relationship. The numerically obtained ultimate buckling interaction curves of beam columns show a reasonably good agreement with the available experimental results of slenderness ratios 30 and 50. But experimental results of slenderness ratios 70(e/k=0, 1.5) were below M-P interaction curve.
축력과 양단 비대칭모멘트를 받는 단일곡률 스테인리스 원형강관 보-기둥의 좌굴내력에 관한 실험적 연구
장호주(Jang Ho-Ju),류기표(Ryu Ki-Pyo),박재선(Park Jae-Seon),양영성(Yang Young-Sung) 대한건축학회 2009 大韓建築學會論文集 : 構造系 Vol.25 No.5
This study presents a series of experimental investigations on buckling strength of eccentrically compressed cold-formed stainless steel CHS(circular hollow section) columns. The principal parameters in this study are slenderness ratios(Lk/r = 30, 50, 70) and magnitude of eccentricity e(one way : 0, 25, 50, 75, 100㎜, the other way : 0, 12.5, 25, 37.5, 50㎜) for single-curvature asymmetrical end moment. Objectives of this study are to obtain the maximum loads by performing an experimental work and to compare the experimental behaviors with analytical results. The ultimate buckling strength of CHS members is evaluated by a numerical method for axial force-bending moment(P-M) interaction curves. The behavior of each specimen is displayed in the form of strength-displacement and moment-angle(M-θ) relationship. The numerically obtained ultimate buckling interaction curves of beam-columns show a reasonably good agreement with the available experimental results for slenderness ratio 30. But experimental results for slenderness rations 50, 70 were below M-Pinteraction curve.