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        검색결과 5

        2.
        2003.12 KCI 등재 구독 인증기관 무료, 개인회원 유료
        Tensegrity systems are stable structures which are reticulated spatial structures composed of compressive straight members, struts and cables. But there are some difficulties concerning surface stability, surface formation and construction method. One of the ways to solve this problem reasonably is combination of tesile members and rigid members. This structure is a type of flexible strutural system which is unstable initially because the cable material has little initial rigidity. Therefore tensegrity structure need to be introduced to the Initial stress for the self-equilibrated system having stable state. The rigidification of tensegrity systems is related to selfstress states which can be achieved only when geometrical and mechanical requirements are simultaneously satisfied. In this paper, for the stabilization of tesnsegrity structure it is proposed the modified self-equilibrated equation and the range of the various geometrical parameter about unit system. And we generate the model of double layed single curvature arch using the new squew quadruplex unit system.
        4,000원
        3.
        2003.09 KCI 등재 구독 인증기관 무료, 개인회원 유료
        Anchorage plays an important role in orthodontic treatment. Recently, some clinicians have tried to use skeletal anchorage system(titanium miniscrews and microscrews) in treatment due to their many advantages such as ease of insertion and removal, low cost, immediate loading, and the ability to place miniscrews in any area of alveolar bone. The purpose of this study was to investigate the histopathologic change of alveolar bone density around miniscrew under variable ortho -donticforceinyoung-adultdogs, throughthepolarizingmicroscopic findings. For this study, three young adult mongrel dogs(6-months in age) were used, 12 titanium miniscrews were inserted into the palatal bone(4 miniscrews placed in each dog), and then miniscrews were loadedwithorthodonticforce [50gm(F1),100gm(F2),250gm(F3), 500gm(F4)] immediately after implantation. After 1, 3 and 6 weeks, the animals were sacrificed. Then the miniscrews and surrounding bone of dogs were removed, respectively. The grinding samples along the long axis of miniscrew were made. The changes of bone density and thrombosis were examined under the polarizing microscope. Bone density was determined as color changes. The results of this study were as follows. 1. There was no thrombosis in the F1 group. But thrombosis was seen in 1 week of T side, 1, 3, 6 weeks of P side in the F2 group, 1, 3 weeks of T side, 1, 3, 6 weeks of P side in the F3 group and 1, 3, 6 weeks of both P and T side in the F4 group. 2. The changes of bone density decreased in P side more than T side in 1 week, while more decreased P side in 3 weeks than 1 week. In 6 weeks, bone density more increased in T side than P side along the middle & apex. 3. As orthodontic force increased, there was severe thrombosis, especially in cervical of P side. As it went up to 3, 6 weeks, thrombosis was decreased but remained. 4. As orthodontic force increased, bone density more severely decreased due to bone destruction in 1 and 3 weeks, but more slowly increased due to bone formation in 6 weeks. Based on the results of this study, in the practice, because of optimal orthodontic force for the most of tooth movement was less than 150gm, I thought that miniscrews could play role of use of skeletal anchorage immediately after implantation. In the more than 250gm & 500gm of orthodontic force, I thought that miniscrews would be delayed as use of skeletal anchorage after loss of bone was restored.
        4,600원
        4.
        1997.09 KCI 등재 구독 인증기관 무료, 개인회원 유료
        In most of sintered metal powder compacts, the sintered density distribution is controlled to be as high and uniform as possible to ensure the required mechanical properties. In general, the density distribution in the compacts is not uniform and not easy to measure. In the present study, a method for measuring the density distribution was developed, based on the indentation force equation by which the hardness and the relative density were related. The indentation force equation, expressed as a function of strength constant, workhardening coefficient and relative density, was obtained by finite element analysis of rigid-ball indentation on sintered powder metal compacts. The present method was verified by comparing the predicted density distribution in the sintered Fe-0.5%C-2%Cu compacts with that obtained by experiments, in which the density distribution was directly measured by machining the compacts from the outer surface progressively.
        4,000원
        5.
        2006.11 KCI 등재 서비스 종료(열람 제한)
        교량의 설계 및 시공에 있어 적절한 설계하중을 산정하기 위해 차량의 하중을 측정하는 것은 매우 중요하다. 본 논문에서는 이동하중에 대해 다축의 모멘트 영향선을 이용하여 시간에 따라 하중을 식별하는 알고리듬을 제안하였다. 또한 2개 이상의 하중을 식별하는 경우, 시간에 따른 하중 식별 결과가 심한 진동을 하기 때문에 밀도추정함수를 통해 최종 식별하중을 구하는 방법을 제안하였다. 단경간 판형교에 대한 수치예제를 수행하여 제안한 알고리듬 및 방법들을 검증하였다. 수치예제에서는 계측오차와 속도오차에 대한 오차분석을 수행하였다. 또한 제안된 알고리듬을 6m 길이의 강재 모형교량을 이용한 실내실험을 통해 재검증하였다. 속도와 하중의 종류에 따라 하중식별 능력이 달랐으나 개발한 알고리듬이 최대 10% 수준의 오차 내에서 하중을 식별할 수 있음을 확인하였다.