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      • Arch교의 橫桁連結部 局部應力과 疲勞擧動에 관한 硏究

        최광순,조호근,손영호,최광규 동아대학교 건설기술연구소 1997 硏究報告 Vol.21 No.2

        In this paper, the relation between the local stress and the fatigue behavior at gusset plate connected with main girder and floor beam in arch bridges was obtained. The conclusion was as follows : (1) In-plane bending moment and out-of-plane bending moment are higher than other internal stress resultants. (2) When a vehicle crosses the bridges, the change of out-of-plane bending moment corresponds with the change of relative difference in displacement in the longitudinal direction between the tie-girder and stringer. (3) The change of in-plane bending moment corresponds with the change of the displacement in the transverse direction of arch-rib. (4) Fatigue crack can be initiated by in-plane bending stress that Is produced by out-of-plane bending moment at the toe of gusset plate. (5) Fatigue crack can be initiated by tension stress that is produced by in-plane bending moment at the toe of gusset plate.

      • Plasminogen kringle (angiostatin) 분획의 유효부분 분석

        최영기,서원덕,이종수,신광순,김철중 충남대학교 수의과대학 동물의과학연구소 1998 動物醫科學硏究誌 Vol.6 No.-

        In order to inhibit the growth of the malignant tumor, the development of various drugs against the malignant tumors has been archived. The combination of these drugs made the tumor therapy possible, but in many cases, secondary matastasis of the tumor to the other organs after its removal has been frequently reported. The angiostain, recently purified and cloned, not only promtes the angiogenesis of the tumor itself in the primary tumor but also inhibits the angiogenesis and metastasis of the secondary tumors. In this study, the nucleic acid sequences of the angiostatin was investigated. And the angiostain gene was expressed in a prokayotic expression system(E. coli) and a eukayotic expression system(Pichia pastoris). The angiostain gene was futher subcloned into 6 clones to characterize its biological activity. In the near future the biological activity and the biochemical property of the protein encoded by each clone will be elucidated.

      • 지반-구조물 상호작용에서의 JOINT 요소에 대한 연구

        최광순,손영호,김종주,최광규 동아대학교 건설기술연구소 1999 硏究報告 Vol.22 No.2

        The direct boundary element method has been formulated In which the symmetry condition is introduced. The displacement approach of the finite element method has been reviewed where the joint stiffness formulation is included. The coupling of boundary and finite element methods is derived for both equivalent boundary and finite element approaches. A computer program based on the coupling of boundary and finite element methods was developed to analyze the elastic behavior of a structure. Another computer program based on the finite element method alone was developed to solve the same soil mass which were assumed to be linearly elastic, isotropic, and homogeneous. The characteristics of joint elements are that they will separate in response to tension, slide in response to shear, and transmit any force in response to compression. The limitation of no transfer of tensile stresses across soil/structure interface was ensured by employing iterative schemes on joint elements. The iterative solution to simulate real properties of joint elements is based on the so called "load transfer method" An example problem of soil-structure interaction problem has been analyzed using the two numerical methods indicated above. Comparison of the results of nodal displacements obtained from both techniques and the software CRISP demonstrates the accuracy and validity of the coupling of boundary and finite element methods. Due to the fact that the dimensionality of the boundary element region is reduced, the equations generated by the coupling of boundary and finite element methods are fewer than the equations generated by the finite element method alone in acquiring the same acruracy. Therefore, the coupling of boundary and finite element methods is more efficient than the finite element method alone in solving a complex soil-structure interaction problem.

      • Arch교의 橫桁連結部 局部應力과 疲勞擧動에 관한 硏究

        최광순,조호근,손영호,최광규 東亞大學校 建設技術硏究所 1997 硏究論文集 Vol.21 No.2

        In this paper, the relation between the local stress and the fatigue behavior at gusset plate connected with main girder and floor beam in arch bridges was obtained. The conclusion was as follows : (1) In-plane bending moment and out-of-plane bending moment are higher than other internal stress resultants. (2) When a vehicle crosses the bridges, the change of out-of-plane bending moment corresponds with the change of relative difference in displacement in the longitudinal direction between the tie-girder and stringer. (3) The change of in-plane bending moment corresponds with the change of the displacement in the transverse direction of arch-rib. (4) Fatigue crack can be initiated by in-plane bending stress that is produced by out-of-plane bending moment at the toe of gusset plate. (5) Fatigue crack can be initiated by tension stress that is produced by in-plane bending moment at the toe of gusset plate.

      • 일반 경비지도사의 교육훈련체계와 만족도와의 관계

        최중철,권봉안,정순광 한국안전교육학회 2001 한국안전교육학회지 Vol.4 No.2

        The purpose of this article was to identify the training participants through the training status for security guard instructors. This study set 350 security guard instructors taking the basic training for security guard instructors located in Seoul as a population, and selected the sample using a cluster random sampling, the probability sampling method with the same probability including the individual factors if population. The survey instrument of this study was a questionnaire, which was prepared using the survey questionnaire regarding the Korea Civil Security Guard Training Commands presented by Kang, Gil-hoon(1998). The questionnaire was composed of 3 items on demographical characteristics, 30 items on training system, and 10 items on training satisfaction, and reliability between the total questionnaire items, Cronbach α was high as .90. Collected data was analyzed using the SPSS/PC Windows 10.0 statistical program. At first, in demographical characteristics, its satisfaction was examined through frequency analysis and average and standard deviation of remaining factors through mono-variable analysis and LSD, and correlation in the training program, program, assessment and method was analyzed, Based on the above research procedures and data analysis, following conclusion was obtained The training satisfaction according to demographical characteristics differed by age(.001), service term(.001) and study level(.001). The security guard instructors' satisfaction to curricula differed by age(.001), service term(.001) but did not differ by study level(.160). The security guard instructors' satisfaction to training programs by age(.001), but did not differ by service term(071), study level(.109). The security guard instructors' satisfaction to training assessment differed by age(.001), service term(.001) and study level(.001). The security guard instructors' satisfaction to training method differed by age(.001), service term(.001) and study level(.001).

      • 개질아스팔트 콘크리트의 변형강도와 소성변형특성 연구

        김광우,최선주,이문섭,홍상기,안경애,이순제 강원대학교 부설 석재복합신소재 제품연구센터 2003 석재연 논문집 Vol.8 No.-

        본 연구는 정하중하에서 최대하중과 변형을 이용하여 구한 변형강도(K_(D))로부터 아스팔트 콘크리트의 소성변형 계수의 추정 가능성을 보여준다. 이 논문은 새로운 강도특성치인 K_(D)를 개발하는 김테스트 연구의 일부로 최근 2, 3단계의 연구결과이다. 19mm 편마암과 화강암 2가지 골재와 3가지 폴리머로 제조한 7가지 바인더로 같은 입도에서 소성변형 저항성이 다른 14가지 혼합물을 만들었다. 3단계에선 슬래브 공시체(30cm x 30cm x 6cm)를 제조후 반으로 나누어 한쪽 공시체에선 두 개의 김테스트 공시체 코어를 뜨고 다른 한쪽으로는 60℃ 반복주행(WT)시험을 수행하였다. 한편 2단계에선 슬래브 공시체의 가운데에서 WT 시험을 수행하고 그 양옆에서 김테스트 공시체 코어를 채취하였다. 4가지 하중봉을 사용하여 60℃에서 김 테스트를 수행하였다. 침하깊이-반복회수 곡선으로부터 최종 침하 깊이와 동적안정도 두 가지 소성변형 계수를 각 혼합물별로 구했다. 각 하중봉과 골재 별로 K_(D)와 소성변형 계수간의 통계적 상관관계 분석을 수행한 결과 K_(D)와 소성변형 계수와의 결정계수가 매우 높게(R² > 0.9) 나타났다. 그러므로 K_(D)는 소성변형 계수를 추정하는데 있어 매우 적합한 특성치이며 4cm 직경에 1cm 반경으로 원형절삭한 하중봉이 R² 가장 높게 나타나는 하중봉임을 알 수 있었다. 따라서 김테스트는 향후 소성변형을 추정하기 위한 표준화된 특성치로 사용할 수 있도록 더 연구 개발을 할 수 있을 것으로 판단되었다. This study shows predictability of rut parameters of asphalt concrete based on the deformation strength (K_(D)) which is obtained from the maximum load, deformation and size variables of loading head under simple static loading. This paper is the result of latest studies, phases 2 and 3, which are parts of Kim Test study for developing a new strength property, K_(D), for asphalt concrete. Two aggregates, gneiss and granite, with maximum size of 19mm and seven binders using three polymers(LDPE, SBS, SBR) were used to produce 14 different natures of rut resistance mixtures using the same gradation. A slab(30m x 30cm x 6m) was cut into two pieces and 2 cores for Kim test were taken from a half piece and the other piece was used for wheel tracking (WT) test at 60℃ in phase 3. In phase 2, WT test had been carried out in the middle of a whole slab and cores were taken from both sides of the wheel path along the center line. Kim test was performed using four loading heads at 60℃. Two rut parameters, depth of rut and dynamic stability, from the rut depth-cycle curve from a WT test were obtained for each mixture. Statistical analysis were performed for each loading head and aggregate to find out correlation between K_(D) values and each rut parameter. The analysis result showed that K_(D) had very high coefficient of determination (R² > 0.9) on the average with rut parameters. It was found that K_(D) is a good property that has excellent predictability for rut parameter of asphalt concretes, and the 4cm diameter loading head with 1cm curvature radius gave the best result in R². Therefore, Kim test can be further developed as a standard property for use in rut performance estimation of asphalt concretes.

      • 응급실환자 내원행태 및 중증도에 관한 조사 연구

        유순규,최혜경,김광한 서울보건대학 1999 서울보건대학 부설 병원경영연구소 논문집 Vol.4 No.2

        To solve the problem of tertiary emergency medical center. overcrowding and long hospital stay. it is very important to analyze arrival pattern of the emergency patients who visited tertiary emergency medical center and to reviewed 312 cases of patients who visited the four places emergency medical center which emergency medicine department specialist always stays in. of Seoul and Suwon teritory, from March 1 to May 31. 1997. The results were as follow : 1. Considering sexual distribution, male patients were 60.3% and female patients were 39.7% and the most common age group was 2th decade. 2. The result of symptom severity classification of patients coming emergency medical center was urgent patients 12.8%, emergency patients 29.8%, non-emergency patients 57.4% 3. The peak time of patient's enterance in emergency medical center was between 8: 00PM and 12:00 PM(26.7%), and most patients visited between 4:00 PM and 12:00 PM (out patients coming time) 4. In a week. Monday was the most crowding day (25.0%) 5. The most patients who visited emergency medical center needed surgical care due to injury & poisoning(27.9%) and second disease of them had circulatory system (17.6%) 6. The admission rate was 42.9% and 46.4% of admitted patients were non-emergency patients. 7. The rate of the urgent patients making use of 119 ambulance was 62.5%. emergency patients rate was 47.3% 8. The treatment result of patients in emergency medical center trended improving of urgent patients(improvement rate was 72.5%)

      • 심한 변비와 복부팽만으로 발견된 소아 크론병 1예

        성명순,강석정,최광해 영남대학교 의과대학 2008 Yeungnam University Journal of Medicine Vol.25 No.2

        Crohn's disease is a chronic inflammatory bowel disease that mainly affects children and young adults, Its cause remains unknown. The incidence of pediatric Crohn's disease is increasing, so it is important for clinicians to be aware of the presentation of this disease in the pediatric population The majority of patients complain of abdominal pain (72%), with only 25% Presenting with the 'classical triad' of abdominal pain, weight loss, and diarrhea. Many children with Crohn's disease present in a 'non-classical' manner, with vague complaints such as lethargy or anorexia, which may be associated with only mild abdominal discomfort Other symptoms include fever, nausea, vomiting, growth retardation, malnutrition, delayed Puberty, Psychiatric symptoms, arthropathy, and erythema nodosum. Severe constipation and abdominal distension are uncommon symptoms at diagnosis. We report a case of pediatric Crohn's disease, which was diagnosed after the patient presented with severe constipation and abdominal distension.

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