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RISS 인기검색어
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- 저자 : 玉濟南 (검색결과 3 건)
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玉濟南 건국대학교 1988 論文集 Vol.26 No.1
The type of structure considered in this investigation is a simple-span skew orthotropic bridge, which consists of a concrete slab of uniform thickness supported by wide flange beams, uniformly spaced. Finite difference equations are developed for a general system of skew coordinates permitting this type of bridge to be analyzed for any angle of skew and ratio of sides and for any stiffness curb. The finite difference solution provides a means of computing the deflections and moments at various slab points by use of a personnel computer.
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병용금기, 연령금기 경고 등급화 방안과 DUR 처방변경률 분석
이수옥(Soo Ok Lee),제남경(Nam Kyung Je),김동숙(Dong-Sook Kim),천방옥(Bang Ok Cheun),황인옥(In Ok Hwang) 대한약학회 2015 약학회지 Vol.59 No.6
Abstract—The computerized prospective Drug Utilization Review (DUR) program supported by the Korean government has provided alerts to physicians and pharmacists since December 2010. This study aims to propose and apply the tiering system in “drug combinations to avoid (DCA)” and “age-precaution” alerts based on severity to improve the compliance of users. To propose the severity and clinical importance of 647 DCA alerts and 140 age precautions, a Delphi evaluation survey was conducted. An expert panel comprising 5 clinical pharmacists and 5 physicians were participated in mail surveys. Based on the results of Delphi survey, DCA pairs were classified into 3 groups; group 1 (70.6%), 2 (26.9%), and 3 (2.8%). Drug-age precaution ingredients were also classified into three groups; group 1 (53.6%), group 2 (40.7%), and group 3 (5.7%). When this grouping was applied to claim data from 2011 to 2013, the majority of alerts had occurred in the groups of high severity. Presenting DUR alerts with severity level is expected to improve the compliance of clinicians. The implementation of tiering system in DUR criteria should be considered.
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유한차분법에 의한 여러 斜角의 直交異方性 I 形강보 橋梁의 해석
박길현,옥제남 조선대학교 국토개발연구소 1988 국토개발연구 Vol.8 No.1
Various angles of skewed and rectangular orthotropic bridges are analyzed by finite difference solution which is developed for a general system of skew coordinates on the bridge slab. The finite difference solution provides a means of computing the stress analysis at various mesh points by use of a 16-Bit personnel computer. This computer program can be applicable to any kind of bridges, regardless of bridge length and width, skew angles, traffic lanes and loading, I-Beam size and it's spacing. In this study one used as much as fine mesh points to get more precise answer.
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