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이두성 대한기계학회 1982 大韓機械學會誌 Vol.22 No.3
후리에 적분변화방법에 의하여 해를 구할 수 있는 중요한 문제 중에서 상당한 부문이 Wiener와 Hopf에 의하여 해결 될 수 있다.
단일 응급의료기관에서 경험한 글루포시네이트 암모니움 포함 제초제 중독 후 중증도 예측에 관한 연구
이두성,최경호 대한임상독성학회 2019 대한임상독성학회지 Vol.17 No.1
Purpose: Owing to the increased agricultural use of the herbicide glufosinate ammonium (GLA), the incidence of GLA poisoning has recently increased. Therefore, we investigated the possible predictive factors associated with severe complications following GLA poisoning. Methods: A retrospective analysis of medical records was conducted based on 76 patients who had visited our regional emergency medical center with GLA poisoning from 2006 to 2017. Severe complications were defined as respiratory failure requiring intubation, systolic blood pressure less than 90 mmHg, Glasgow Coma Scale (GCS) less than 8, and presence of seizure. Results: Age, ingested amount and ingested amount per weight were significantly greater in the severe group (p<0.001). PSS grade 2 or higher was more common in the severe group (p<0.001), and In addition, the APACHE II score was significantly higher in the severe group (p<0.001), as were the SOFA scores (p=0.002). Serum ammonia levels were significantly higher in the severe group (p=0.007), while MDRD-GFR was smaller in the severe group (p=0.002). The spot urine protein levels were significantly higher in the severe group (p=0.005), as was the urine protein to creatinine ratio (p=0.001). Upon multivariate analysis, the amount ingested per weight and PSS grade 2 or higher were identified as significant predictors. Conclusion: Our study showed that MDRD-GFR was significantly lower in the severe group after GLA poisoning. PSS grade 2 or higher and ingested amount per weight may be useful to evaluate the severity of complications after GLA poisoning.
프리캐스트 곡선 PSC 거더의 구조 성능에 관한 실험연구
이두성,최우석,김태균,Lee, Doo Sung,Choi, Woo Suk,Kim, Tae Kyun 대한토목학회 2015 대한토목학회논문집 Vol.35 No.4
이 연구에서는 이동식 곡선거푸집으로 제작된 현장제작 곡선 PSC 거더의 정적거동을 조사하는 것이 주요 목적이다. 다양한 곡선선형 제작이 용이한 이동식 곡선거푸집을 이용하여 현장에서 제작된 지간 30m, 곡선반경 80m인 곡선 PSC 거더에 대한 재하시험이 수행되었다. 모든 시험결과는 수치해석결과와 비교되었으며, 거더의 중앙부에 대한 변위와 변형률이 측정되었다. 실험결과에서 실물모형 시험체의 초기균열발생 하중은 사용하중보다 1.3배 증가한 하중에서 발생하였다. 또한, 연성설계기준을 만족하여 시험체는 초기균열 발생 후에 취성파괴되지 않고 연성 파괴될 것으로 판단되었다. 사용성 검토에서 균열발생 시의 처짐값이 도로교설계기준(2010)에서 제시한 활하중 재하 시의 허용처짐량을 만족하였다. 유한요소 해석결과와 시험결과는 전체적인 거동이 매우 유사하게 나타났으며, 현장제작 곡선 PSC 거더의 사용성과 안전성 측면에서는 큰 문제가 없는 것으로 판단된다. The main purpose of this study is to investigate the static behavior of a horizontally curved prestressed concrete (PSC) girder. A 30m long full-scale curved PSC girder with 80.0m radius is fabricated by a portable curved form system. Deflections and concrete strains at the middle of span were measured. The obtained experimental results have been compared to those from F.E.A. analysis. When a initial crack developed, the applied load was 1.3 times the service design load and the vertical deflection at the middle of span satisfied the requirement for a live load state according to the Korea Bridge Design Specifications (2010). Also, the ductility of the full scale specimen satisfied the limit in the Specifications (2010). To verify the experimental results, a numerical F.E. analysis was carried and confirmed that the data were similar with results from the test above. The horizontally curved PSC girder fabricated on site was found to have enough strength for safety under and after construction.