분열정동형 정신 분열증의 임상적 고찰 : 증상변화에 대한 3년간 경과 관찰을 중심으로 3 Years Follow-up Study Based on Progress of Chinical Manifestations

남형자 大韓神經精神醫學會 1981 신경정신의학 Vol.20 No.3

It has been well known that schizoaffective schizophrenia (SAS) has presented difficult diagnostic problem This study was primarily on progress of clinical feature. Subjects were 14 patients who had been given the diagnosis of SAS initially or later in the course of treatment and had been followed over 3 years for the purpose of evaluating the clinical course and diagnostic validity. Some significant findings were as follows; 1) Female patients outnumbered males by 9 to 5 (1.8:1) and mean age of onset was 22 years. 2) Four were initially diagnosed as SAS and the rest of 10 cases were changed to SAS later in the course of treatment. 3) Five out of six good responders to lithium were of excited type and showed biphasic mood changes. 4) Most of them had good premorbid adjustment, showed cyclothymic personality and had a clear precipitating factors. 5) According to the clinical progress, three groups could be delineated as follows: Group Ⅰ: Three cases with clear cut clinical feature with good prognosis. Group Ⅱ: Four cases presently diagnosed as manic depressive illness. Group Ⅲ: Four cases with considerable thought disorder with chronic, deterioration course. Taking into consideration above findings, following suggestions are proposed. 1) Group Ⅱ and Ⅲ can be seen as a transient manifestation of SAS in the course of different disease group rather than representing a separate disease entity. 2) However, as in Group Ⅰ, SAS can be regarded as a separate disease entity in seleted cases.

步行姿勢解析에 의한 디딤돌의 步行性에 관한 基礎的 硏究

柳南馨 진주산업대학교 산업과학기술연구소 1996 산업과학기술연구소보 Vol.- No.3

To investigate walkability of stepping stones, walking patterns of 1 healthy male,aged 26,were studied at free,rhythm constrained walking on stepping stones using goniometer, footswitch, loadcell and accelerater. By preliminary experiment of 12 adults, aged 20 to 26, the width and length of center of stepping stones were set 6,12,18,24,30cm and 36,48,54,60,72㎝ The results were as follows. 1) The double stance ratio was decreased significantly as increase of center width and center length of stepping stones. With regard to double stance ratio, subject walked abnormally above 24㎝ center width. 2) The maximum knee flexion angle of stance phase was increased significantly in 30㎝ center width and 72㎝ center length. Subject walked abnormally in that circumstances. 3) The autocorrelation coeffcients of spectrum of knee flexion angle was higher in 18 center width and 54, 60㎝ center length of stepping stones. Subject walked convinently in that circumstances. 4) The loads of heal contact were increased significantly in 60, 72㎝ center length of stepping stones. With regard to the loading of heal on time,subject walked convinently under 54㎝ center length of stepping stones. 5) The accelerations of heal contact were lower 48, 54, 60㎝ center length of stepping stones. Subject walked convinently in that circumstances. 6) The convinent center width and center length of stepping stones was varied by cadence, The comparison of factors value in slow rhythm walking was most meaningful. 7) The double stance ratio, maximum knee flexion angle of stance phase and load of heal contact was excellent evaluating factors of difficulty of stepping stones walking. The autocorrelation coefficient of spectrum of knee flexion angle, acceleration of heal contact was excellent evaluating factors of convince of stepping stones walking. As the upper value of stepping stones distance were the result of one subject, generalization of that value was impossible. By the additional research of stepping stones of subjects groups, design guideline of stepping stones distance will be accomplishing.

連續景觀의 記號化에 관한 硏究 : 飢存事例를 中心으로 Based on the Preceding Studies

柳南馨,具泰益 진주산업대학교 1989 論文集 Vol.27 No.-

This study is purposed to arrange the notation techniques of sequential landscapes and to try the applicability of them. First, this study is to arrange the characteristics, the fortes and foibles of existing techniques based on the review of preceding studies. Later, the following studies will be carried out to verify the applicability of notation techniques based on the analysis and design proposal of real landscape. The review of preceding studies tells us that 1) the preceding studies should be rearranged by similar sites with the view of landscape manipulation, 2) the notation techniques should be recognized not as a solvent, but as a supplement of design communication problems, 3) the notation of landscapes should be purposed on the application of landscape planning and design, not on the analysis of landscapes themselves, 4) the notation of landscapes should be based not only the static images of physical landscapes but also on the holistic experiences of the observers.

화강토 포장의 물리적 특성에 관한 연구

류남형 진주산업대학교 1998 산업과학기술연구소보 Vol.- No.5

본 연구의 목적은 입도조정된 화강토에 골재 및 시멘트의 배합비에 따른 화강토포장의 물리적 특성을 파악하여, 투수성과 안정성을 갖춘 화강토포장을 위한 기초자료를 얻는데 있다. 연구결과는 아래와 같다. 1)기층의 권장압축강도 30㎏/㎠은 시멘트혼합비 7.5%이상, 골재혼합비 20%이상인 공시체에서는 충족되었다. 2)시멘트혼합비 12.5%이상, 골재혼합비 40%이상인 공시체의 압축강도는 KAF공법의 7일양생압축강도 100㎏/㎠보다 높은 107㎏/㎠였다. 3)골재혼합비가 20%이상인 공시체의 투수계수는 1 x 10^-2㎝/sec이상이었다. 4)시멘트 혼합비가 높아질수록 투수성은 나빠졌으며, 골재혼합비가 40%인 공시체의 투수성은 매우 좋았다. The purpose of this study is to investigate the physical characteristics of pavement of dicomposed granite soils according to the ratio of aggregate & cement. The results are as follows. 1)The confined compression strength of specimens, whose cement ratio is over 7.7%, aggregate ratio is over 20%, are over 30㎏/㎠ which is recommendation compression strength of base course. 2)The confined compression strength of specimens, whose cement ratio is over 12.5%, aggregate ratio is over 40%, are over 100㎏/㎠ which is 7 day`s compression strength of KAF method. 3)The coefficient of permeability of specimens, whose aggregate ratio is over 20%, are over 1 × 10^-2㎝/sec which is minimum permeability coefficient of permeable pavement. 4)The higher the ratio of cement is, the lower the coefficient of permeability is. And the permeability of speciemes whose aggregate ratio is over 40% very good.

金東仁의 <운현궁의 봄> 硏究

許衡錫,田興男 群山大學校 1990 論文集 Vol.17 No.-

미세심공 드릴가공에 있어서 Be-Cu 재료의 절삭시 절삭조건에 따른 구멍 내면의 거칠기 변화에 관한 연구

김희남,이형원 明知大學校 産業技術硏究所 2000 産業技術硏究所論文集 Vol.19 No.-

Recently micro deep hole drilling is required in the whole industry. However, micro deep hole drilling has still much difficulty because of the lack of drill rigidity and the interruption of chip. We treated a micro deep hole(diameter 0.35mm, depth 3mm) used in a connector jack pin. Therefore, a surface roughness is very important. In this paper, we studied on the variation of the surface roughness for cutting conditions during micro deep hole drilling of Be-Cu material. Most of all, we tried to drill on CNC for the realization of automatization.

투수성 포장재의 물리적 특성에 관한 연구(Ⅰ) : 합성섬유 보강 투수콘크리트를 중심으로 Based on the Synthetic Fiber Reinforced Permeable Concrete

류남형,강호철 진주산업대학교 건설기술연구소 1998 건설기술연구소보 Vol.1 No.-

본 연구의 목적은 합성섬유보강 특수 콘크리트를 중심으로 본 특수성 포장재의 물리적 특성을 파악하는데 있다. 결과는 아래와 같다. 1) 공시체의 단위중량은 1,972∼2,020㎏/㎥였다. 38mmPP FRPC의 단위중량이 PC, 12㎜PP FRPC의 단위중량보다 높았다. 이는 시멘트와 골재간의 높은 응집력 때문일 것이다. 2) 공시체의 특수계수는 4.42∼5.31×10 exp (-1)㎝/sec였다. PP FRPC의 특수계수는 PC의 특수계수보다 낮은 값을 나타냈다. 이는 공극이 감소했기 때문일 것이다. 3) 재령 28일 압축강도는 104.0∼132.5㎏/㎠였다. 압축강도와 섬유의 길이 사이에는 유의성이 없었다. 이는 공시체 수가 적었기 때문일 것이다. 4) 재령 28일 인장강도는 12.3∼16.3㎏/㎠였다. 인장강도와 섬유의 길이 사이에는 유의성이 없었다. 이는 공시체 수가 적었기 때문일 것이다. The purpose of this study is to investigate the physical characteristics of permea ble pavement based on the synthetic fiber reinforced permeable concrete. The results are as follows. 1) The unit weight of specimens are 1,972∼2,020㎏/㎥. The unit weight of 38㎜PP FRPC is higher than that of PC, 12㎜PP FRPC. There may be higher cohesion between cements and aggegates. 2) The coefficient of permeability of specimens are 4.42∼5.31×10 exp (-1)㎝/sec. The coefficient of permeability of PP FRPC lower than that of PC. There may be void decrease. 3) the 28 day,s compression strength of specimens are 104.0∼132.5㎏/㎠. There is no significance between the length of synthetic fiber and compression strength. There may be specimen's number problem. 4) The 28 day's tension strength of specimens are 12.3∼16.3㎏/㎠. There is no significance between the length of synthetic fiber and compression strength. There may be specimen's number problem.

특발성 척추측만증에서 견인 흉요추 보조기의 효과

박원욱,남태욱,안성준,유성호,문형근 대한척추외과학회 2003 대한척추외과학회지 Vol.10 No.3

자연습지의 구조적 특성과 갈대 (Phramites japonica)의 적정생육수심

강호철,류남형 진주산업대학교 건설기술연구소 1998 건설기술연구소보 Vol.1 No.-

This study was carried out focused on two subjects. The first part investgated the structural characteristics of 12 natural wetlands, actual vegetation map. The second part deal with fitted depth zones of Phramites japonica in natural wetlands. The results of this study are as follows; First. The environmental conditions of investigated natural wetlands showed wide variation from site to site. Total plant species collected were 19 families and 35 species. Second. The fitted depth zones of Pharamites Japonica is about 0-30㎝.

The Health Effects of the Analysis of Nutritional Education Status of Adult Men and the Practice of Nutritional Knowledge

Hyong Kyong Nam 한국조리학회 2021 한국조리학회지 Vol.27 No.2