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경막 내 colistimethate 투여로 치료한 다제 내성 cinetobacter baumannii 뇌실염
홍유아,유진홍,김진진,모은영,안건희,정희경,김진석,이현정,정미향,윤승배 대한감염학회 2009 감염과 화학요법 Vol.41 No.4
Acinetobacter species is a non-fermentative aerobic gram-negative coccobacillus that is an important pathogen found in nosocomial infections. Recently, multi-drug resistant Acinetobacter baumannii (MDR-AB) infections have been increasing and pose a serious problem. Most such infections present as bacteremia, pneumonia, or a wound infection; however, CNS infections are very rare. We herein present a case of ventriculitis caused by MDR-AB in a 37-year old man after a neurosurgical intervention. The patient was successfully treated with intrathecal colistimethate.
성견에서 교정적 고정원으로서의 티타늄 미니스크류에 대한 연구 : An experimental investigation in dogs
윤병수,최병호,이원유,김경남,심형보,박진형 대한치과교정학회 2001 대한치과교정학회지 Vol.31 No.5
교정치료에서 원하는 치아이동을 위해서는 안정된 고정원이 필요한데 티타늄 미니스크류가 매식과 제거가 쉽고, 구강 내 여러 부위에서 적용이 가능하고, 환자가 느끼는 불편감이나 비용적인 부담이 적고, 제거 후에 치유가 빠르게 진행될 수 있는 등의 장점이 있어 최근에 교정적 고정원으로 사용되기 시작하였다. 티타늄 미니스크류를 교정적 고정원으로 사용한 임상 예들이 여러 편 발표되었는데 미니스크류의 이완이 가장 큰 실패의 원인으로 보고되고 있다. 그러나 지금까지 보고된 논문들에서 교정적 고정원으로 안정성을 줄 수 있는 스크류의 식립 길이에 관한 연구가 없는 상태이다. 교정적 고정원으로 미니스크류를 효과적으로 사용하기 위해서는 식립 부위에 따른 골구조와 골밀도 차이를 고려한 식립 길이에 관한 기준이 필요하다. 이에 본 연구에서는 성견의 상악골과 하악골에서 직경 2mm 티타늄 미니스크류를 다양한 길이로 식립하고 교정력을 적용한 후 그 안정성을 평가하여 교정적 고정원으로 사용될 수 있는 미니스크류의 식립 길이를 결정하고자 하였다. 미니스크류가 상악에서는 6mm이상, 하악에서는 4mm 이상이 골 내에 식립될 때 8주 동안 200g의 교정력에 동요도나 위치변화를 보이지 않았다. 식립 부위로는 부착치은 부위 치근 사이에 식립될 때 구강청결이 유지되고 미니스크류 주변 치은조직에 자극을 주지 않아 정상적인 조직으로 유지 될 수 있었다. 또한 교정력 적용 8주 후 치근단 방사선 사진검사에서 스크류 주변 치근 흡수나 치조골 흡수, 치주 인대 손상이 관찰되지 않았다. 따라서 상 ㆍ 하악 골밀도와 골구조의 차이를 고려하여 미니스크류의 골내 식립 길이를 적절히 조절함으로써 교정적 고정원으로 티타늄 미니스크류가 효과적으로 사용될 수 있다고 생각된다. Titanium miniscrews are being used increasingly as an anchorage for tooth movement, because they are easy to place and to remove, increase the number of sites available, give minimum strain to patients regarding surgical procedures, and offer uneventful healing after removal. The use of titanium miniscrews as an orthodontic anchorage has been reported in clinical case reports, but clinicians hove experienced screw loosening when using such screws. To our knowledge, there are no published reports evaluating the stability of miniscrews. Information about the length of miniscrews used in relation to the location is of some importance, as stability will vary depending on bone quality. The purpose of this study was to evaluate a variety of lengths of miniscrews (diameter: 2mm) which were inserted in maxilla or mandible and to demonstrate in a dog moedl which miniscrew provides fundamental stability in the jaws. 10 mm long miniscrews in the maxilla and 8mm long miniscrews in the mandible showed no clinical mobility and retained their position throughout an 8 weeks force (200g) application. The mucosal condition around the screws was healthy in cases in which miniscrews were inserted in the alveolar bone between the roots and the head of the screws emerged into the attached gingiva. When the force application was terminated, radiographic analysis revealed neither root resorption nor periodontal pathology around the miniscrews that remained stable during the entire treatment period. This study suggests that if titanium miniscrews with adequate length are properly used depending on the location, they provide sufficient stability for orthodontic anchorage.
Headed Reinforcement를 사용한 철근콘크리트 깊은 보의 전단거동
강경훈,이우진,김수봉,서수연,윤승조,김성수 대한건축학회 2003 대한건축학회 학술발표대회 논문집 - 계획계/구조계 Vol.23 No.1(구조계)
Generally, headed reinforcement offers several advantages over straight bar or hooked bar anchorages to develop reinforcement in concrete members. The purpose of this study is to investigate the shear behaviors of reinforced concrete deep beam with headed reinforcement. Five deep beam specimens are designed to study the anchorage capacity of headed reinforcement as well as the contribution of H-bar and V-bar to the shear. Two anchorage types, standard 90-degree anchorage and headed reinforcement, are considered in design. From the tests, it is shown that In the test results, headed reinforcement is able to replace standard 90-degree anchorage as the anchorage method. The evaluation on the contribution of H-bar and V-bar in current design code for deep beam shows that the former is overestimated 75% and the latter is overestimated 17%.
현대건축의 주거 공간 구조 특성 및 변천에 관한 연구 : 르 꼬르뷔제, 루이스 칸, 안도 다다오, 렘 쿨하스를 대상으로
정진우,최윤경 대한건축학회 2003 대한건축학회 학술발표대회 논문집 - 계획계/구조계 Vol.23 No.1(계획계)
This research intends to understand the transition of spatial structure embedded in architecture. Since modern age through research about structural change of modern architects' space since Le Corbusier by using the theory of Space Syntax. According to change of age, meaning of space had changed. It is differ awareness for spaces of Le Corbusier' and Khan' houses' from Ando Tadao' and Rem Koolhaas' houses'. It is appear that transition of spatial structure is according to current thoughts more than according to special morphology. This research have purpose to supply numerical data about quantitative space analysis method by space structure to ideology of age architecture.
안양진,윤성진,문경주,송훈,소양섭 대한건축학회 2004 대한건축학회 학술발표대회 논문집 - 계획계/구조계 Vol.24 No.1(구조계)
The purpose of this study is to evaluate the acid resistance of cement mortar admixed with waste phosphogypsum by steam curing admixture. Waste Phosphogypsum is a by-product from the phosphoric acid process for manufacturing fertilizers. It consists mainly of CaSO₄·2H₂O and contains some impurities such as P₂O_5, F^(-) and organic substances. The waste phosphogypsums is made use of 4 forms(Dihydrate, β-Hemihydrate, Ⅲ-Anhydrite and Ⅱ-Anhydrite) which were changed to in low temperature of calcination. The mass change and reduction ratio of compressive strength of cement mortar are investigated to evaluate the acid resistance. The specimens of cement mortar were immersed in HCI(5%) and H₂SO₄(5%, 10%) during 14, 28 and 56days. As a result, mass change and reduction ratio of compressive strength of cement mortar admixed with waste phosphogypsum are lower than cement mortar contained OPC alone. Also, Ⅲ-Anhydrite is comparable to Ⅱ-Anhydrite in acid resistance. Therefore, Ⅲ-Anhydrite phosphogypsum calcined at lower temperature could be used as steam curing admixture for concrete 2th production.
폐인산석고의 증기양생용 콘크리트 혼화재로서의 적용성 평가
안양진,윤성진,문경주,소양섭 대한건축학회 2003 대한건축학회 학술발표대회 논문집 - 계획계/구조계 Vol.23 No.2(구조계)
The purpose of this study evaluates possibilities of waste phsphogypsum into concrete by steam curing admixture. The waste phsphogypsum is made use of 4 types by specific gravity distritubt which is simple and physical dry process and 4 forms(CaSO₄ㆍ2H2O, Type β-CaS0₄ㆍ1/2H2O, TypeⅢ-CaS0₄and TypeⅡ-CaS0₂) which is changed to in low temperature. As a result, by specific gravity distritubt all the types of compressive strength is higher than OPC. In Type β-CaS0₄ㆍ1/2H2O and TypeⅢ-CaS0₄cases, these is similar to TypeⅡ-CaS0₂from strength and are great in the effect of strength improvement.