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과두로 단순 기록장치 및 SOUND CHECKER를 이용한 악관절음의 분석
조호현,정재헌,Cho, Ho-Hyun,Chung, Chae-Heon 대한치과보철학회 1988 대한치과보철학회지 Vol.26 No.1
Although TMJ sound is common, its relationship to subjective and objective evaluation and the magnitude and the position of the sound during the mandibular movement is not fully understood. So, the purpose of this investigation was to provide further insight into the characteristics of the TMJ sounds. Twelve subjects (9 men and 3 women) with TMJ sounds were selected from students at Chosun University, School of Dentistry. Condylar movements and TMJ sounds of each subject were recorded and analyzed using a simplified condylar path recorder and a sound checker. Although specific conclusions were difficult to make from this study, the finding suggested the followings. 1. The position of TMJ sounds were visually observed and marked on the condylar tracings during maximum opening and closing, protrusive and retrusive and right and left lateral movements. 2. Information about the size, location and number of condylar deviations and the translation freedom of the condyle was recorded and analyzed objectively. 3. The most obvious characteristic of TMJ sounds was their variability. 4. TMJ sounds were categorized into one of four groups (soft click, hard click, soft crepitus, hard crepitus) by the quality and quantity of the duration and amplitude components.
3차원 비대칭 철근콘크리트 구조물의 비선형 지진응답해석
임현규,이영근,강준원,지호석,조호현,김문수,Lim, Hyun-Kyu,Lee, Young-Geun,Kang, Jun Won,Chi, Ho-Seok,Cho, Ho-Hyun,Kim, Moon-Soo 한국전산구조공학회 2014 한국전산구조공학회논문집 Vol.27 No.5
본 논문은 철근콘크리트 구조물의 지진해석에 관한 국제 벤치마크 프로젝트인 SMART-2013을 통해 3차원 비대칭 철근콘크리트 건물의 고유진동수와 재료 비선형성을 고려한 지진응답을 계산한 결과를 제시한다. 이를 위해 콘크리트와 철근의 비선형 재료모델을 구성하고 대표부피요소에 대한 국부테스트를 수행하여 비선형 모델의 성능을 평가하였다. 이러한 SMART-2013 철근콘크리트 건물의 비선형 유한요소모델에 대해 모드해석과 저강도 지진하중에 대한 선형 시간이력해석을 수행한 결과, 구조물의 고유진동수, 변위 및 가속도 시간이력이 SMART-2013 프로젝트에서 제시한 실험값들과 유사하였다. 또한 Northridge 지진에 대한 변위 및 가속도 응답의 시간이력과 최대층간상대변위의 응답스펙트럼을 계산하여 고강도 지진하중에 대한 이 철근콘크리트 건물의 거동을 평가하였다. This paper presents the seismic performance of a geometrically unsymmetrical reinforced concrete building considering torsional effect and material nonlinearity of concrete and steel. The reinforced concrete building is a structure for seismic performance evaluation in the SMART-2013 international benchmark program. Nonlinear constitutive models for concrete and steel were constructed, and their numerical performance was demonstrated by various local tests. Modal analysis showed that the first three natural frequencies and mode shapes were close to the experimental results from the SMART-2013 program. In the time history analysis for low-intensity seismic loadings, displacement and acceleration responses at sampling points were similar to the experimental results. In the end, nonlinear time history analysis was conducted for Northridge earthquake to predict the behavior of the reinforced concrete structure under high-intensity seismic loadings.