• 제목/요약/키워드: Nam Byung Gil

검색결과 98건 처리시간 0.033초

PHYTOCHROME-SPECIFIC TYPE 5 PHOSPHATASE CONTROLS LIGHT SIGNAL FLUX BY ENHANCING PHYTOCHROME STABILITY AND AFFINITY FOR A SIGNAL TRANSDUCER.

  • Ryu, Jong-Sang;Kim, Jeong-Il;Kunkel, Tim;Kim, Byung-Chul;Cho, Dae-Shik;Hong, Sung-Hyun;Kim, Seong-Hee;Fernndez, Aurora Pias;Kim, Yu-Mi;Alonso, Jose M.;Ecker, Joseph R.;Nagy, Ferenc;Lim, Pyung-Ok;Song, Pill-Soon;Schfer, Eberhard;Nam, Hong-Gil
    • Proceedings of the Korean Society of Potoscience Conference
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    • 한국광과학회 2005년도 제12회 학술대회 논문초록
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    • pp.21-23
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    • 2005
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Design and Synthesis of Benzoquinoxalinediones

  • Kwon, Nam-Koong;Choi, Byung-Gil;Lee, Hee-Soon
    • Proceedings of the PSK Conference
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    • 대한약학회 2002년도 Proceedings of the Convention of the Pharmaceutical Society of Korea Vol.2
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    • pp.347.1-347.1
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    • 2002
  • In cancer chemotherapy. it is becoming increasingly clear that the DNA topoisomerases play an active role in the expression of the cytotoxic action of drugs. The amino substituted azaanthraquinones have attracted much interest due to their possible role as topoisomerase inhibitors. In connection with our interests in the design and synthesis of potent topoisomerase inhibitor. we herein described the preparation of a series of benzoquinoxalinedione derivatives. These were designed based on the SAR of azaanthraquinones and structural analysis of products which are fitted with doxorubicin.

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Three-year Analysis of Patients and Treatment Experiences in the Regional Trauma Center of Gachon University Gil Hospital between 2011 and 2013 (가천대학교 길병원 권역외상센터 3개년 내원 환자 및 치료 경험 분석(2011~2013))

  • Yoon, Yong-Cheol;Lee, Jung-Nam;Chung, Min;Jeon, Yang Bin;Park, Jae Jeong;Yu, Byung Chul;Lee, Gil Jae;Cho, Hyun Jin;Ma, Dae Sung;Lee, Min A;Choi, Jung Ju;Son, Seong
    • Journal of Trauma and Injury
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    • 제27권4호
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    • pp.170-177
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    • 2014
  • Purpose: The first regional trauma center selected in Korea was the Gachon University Gil hospital regional trauma center; expectation on its role has been high because of its location in the Seoul metropolitan region. To determine if those expectations are being met, we analyzed the patients visiting the center and their treatment experiences for the past 3 years in order to propose a standard for the operation of a trauma center. Methods: The visiting route, visiting methods, performance of emergency surgery, the ward and the length of stay, the injury mechanism, the injury severity score (ISS), the department that managed the surgery, and the cause of death were analyzed for 367 patients visiting the center from its establishment in June 2011 through December 2013. Results: The mean age of the patients was 47 years (285 male and 82 female patients). A total of 187 patients directly visited the center whereas 180 were transferred to the center. Traffic accidents comprised the majority of injury mechanisms, and 178 patients underwent emergency surgery. The mean length of stay per patient was 11 days for those in the ICU and 27 days for those in a general ward. These patients occupied 4 beds in the ICU and 10 beds in the general ward per day. A total of 1.21 surgeries were performed per patient, and the mean number of surgeries performed per day was 0.49. The mean ISS was 15.91, and 183 patients (50%) had an ISS of ${\geq}16$. Thirty-one patients died; they had a mean ISS of 28.42. The most frequent cause of death was multi-organ failure. The mean number of treatment consultations during a patient's stay was 6.32. Forty-five patients (13%) were discharged from the center, and 291 (79%) were transferred to another hospital. Conclusion: A systematic approach to establishing a treatment model for trauma patients, including injury mechanism, multidisciplinary treatment, and trauma surgeon intervention, is required for treating trauma patients.

Effects of Size and Shape of Drain on Horizontal Vacuum Drain (배수재의 직경과 형상변화가 수평진공배수에 미치는 영향)

  • Yoo, Nam-Jae;Park, Byung-Soo;Jeong, Gil-Soo;Lee, Byung-Kon
    • Journal of Industrial Technology
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    • 제21권A호
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    • pp.293-301
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    • 2001
  • This paper is experimental results of investigating the efficiency of horizontal vacuum drainage system. Effects of size and shape of drain on horizontal vacuum drainage were studied. Model tests in the laboratory with soft marine clay were carried out with drain pipe of having three different diameters and PBD (Plastic Board Drain) of strip shape so that consolidation settlement of soft clay due to applied vacuum pressure, amount of discharge, ground settlement and distributions of pore pressure and undrained shear strength were measured during testing. From results of model test, amount of discharge due to vacuum pressure was increased with the diameter of pipe drain whereas the drain efficiency of pipe in per unit area of drain surface was decreased with diameter of pipe. The rate of discharge per unit time was reduced very fast with diameter of pipe. Settlement of ground surface with time was increased with diameter of pipe as a result of increase of discharge to drain pipe.

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Ultimate Uplift Capacity of Permanent Anchor Embedded in Weathered Rock (풍화암에 근입된 영구 앵커의 극한인발력)

  • Yoo, Nam-Jae;Park, Byung-Soo;Jeong, Gil-Soo;Kim, Jin-Hwang
    • Journal of Industrial Technology
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    • 제21권B호
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    • pp.195-203
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    • 2001
  • The purpose of this study is to estimate ultimate uplift capacity of permanent anchor which was cast into weathered rock. The ultimate uplift capacity was estimated from the load-displacement curve of four different anchors which have different bond length. The creep test was performed for 15minutes under the maximum load of each step in order to understand the load-transfer property of permanent anchor and to decide which anchor to choose. The destruction range of soil due to the changes in load was estimated by installing dial gauge on the ground which was cast into the weathered rock. Ultimately, the study on the behavior of the anchor case into the weathered rock was performed by comparing and analyzing the estimated result of the UUC obtained by the full scale pull out test in the field with the exsting theoretical and practical results of soil and rock anchor.

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Displacement Behavior of Tunnel under Bridge Abutment due to Supporting Systems (교량기초 하부에 위치한 터널의 지보방법에 따른 변위거동)

  • Yoo, Nam-Jae;Park, Byung-Soo;Jeong, Gil-Soo;Kim, Seung-Ryul
    • Proceedings of the Korean Geotechical Society Conference
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    • 한국지반공학회 2005년도 지반공학 공동 학술발표회
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    • pp.613-620
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    • 2005
  • This research is experimental paper to prepare the structural safety of the upper bridge for support type on tunnel and the effect of settlement. Unit weight test and uni-axial compression test have been performed to simulate the physical property of foundation on the tunnel. Tunnel model of slip form type for centrifuge model has been developed to performed the tunnel excavation while field stress is activated. And the support type of tunnel such as umbrella arch method and large diameter steel pipe reinforce method has been tested for the centrifuge model. After the analysis of experiment, results show that internal displacement of large diameter steel pipe reinforce method is smaller than that of the umbrella arch method.

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Development of a Commercial-scale RDF Boiler with Chain type Stoker (실증규모 체인스토커식 RDF전용보일러 개발)

  • Choi, Yeon-Seok;Kim, Byung-Gil;Roh, Nam-Sun
    • 한국신재생에너지학회:학술대회논문집
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    • 한국신재생에너지학회 2009년도 춘계학술대회 논문집
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    • pp.813-816
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    • 2009
  • A commercial-scale RDF boiler that its burning capacity is 400 kg-RDF/hr and steam production capacity is 2 ton/hr. It has a chain type stoker and waste heat recovery system. Heat exchanger is vertical water-pipe so that soot blowing and removal is convenient during operation. Dry scrubber, bag filter and activated carbon tower have been installed for the reduction of air pollutant gases and dust. Analysing data of pollutants from stack such as $SO_x$. $NO_x$ and dioxin shows so good results that the boiler system could comply the regulated emission limits.

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