• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1991년도 봄 학술발표회 논문집
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• pp.121-128
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• 1991

The changes of stuctural systems in constructing prestressed concrete bridges are investigated according to several construction methods. Based on these investigation, structurally meaningful works are summarized and defined as "Construction Commands". And time-dependent characteristics of concrete and prestressing steels are fully considered. For the static and/or dynamic analysis of three dimensional prestressed concrete bridges at ant construction stages, it is propoesd to use "Comstruction Commands" directly as user's input data. A example of cable syayed bridges is presented by the computer program developed by the present simulation method.

• 한국해양공학회지
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• 제13권2호통권32호
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• pp.26-34
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• 1999

Two types of barge, container and tanker vessels, are designed with specific dimensions for canal-coastal shipping in Kyung-In canal and Yellow Sea region. The principal dimensions of barges are determined by considering the environment of Kyung-In canal and Yellow Sea. The selection of structure type and structure type and strength confirmation is conducted by the technical rules of Korean Register of Shipping. For the structural analysis of designed barges, the semi-direct stuctural analysis is carried out with using MSC NASTRAN software. Applying identical dimensions to both vessels, the standardization of structural design and analysis procedure are introduced.

• 한국기계가공학회지
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• 제10권5호
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• pp.38-43
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• 2011

This study was carried out to evaluate the structural stability of hybrid type fan heater. The evaluation of structural safety of hybrid fan heater was conducted by using Ansys Workbench and CFX-11 under the design condition. The hybrid fan heater was operated by heat transfer for heat source supplied from electric heater and combustion gas. According to result of structural analysis, the maximum equivalent stress of hybrid fan heater was 150MPa when the temperature of heat transfer fluids was $150^{\circ}C$. It was found that the hybrid fan was structurally safe because the value of maximum equivalent stress was smaller than that of yield stress of the material.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 1993년도 봄 학술발표회논문집
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• pp.183-190
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• 1993

The seismic response of the reactor structures depends on the dynamic charact-eristics of the structures and the input earthquake loadings. The stuctural integ-rity of the reactor internal components can be verified by the dynamic response analyses to implement the effects of the design loadings like earthquakes. The sensitivity analyses of the dynamic characteristics for the analytical model of reactor structures considering the possible variations of the stiffnesses of the CSB upper flange and the snubber were performed to improve the dynamic characteri-stics of the structures against seismic loading. And to enhance the structural design margin of the reactor internal components the nonlinear time history analyses were attempted for the modified analytical model, and the results were compared between the reference model and the modified ones.

• 한국기계가공학회지
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• 제16권6호
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• pp.75-80
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• 2017

The use of optical fiber makes it possible to transfer a large amount of data, thereby enabling a high-speed image transmission with a high response speed and a large number of frames. The need for an optical fiber HDMI System has grown in importance due to the rapid development of displays with large sizes and high-resolution images. In this paper, we have studied the structural design and FEM analysis of a 4C fiber guide for hybrid interconnection implementation. According to the structural analysis of the fiber guide, we have confirmed the safety of the design and we will make additional design changes to minimize the optical loss and fabricate a fiber guide for photoelectric composite HDMI in the future.

• 한국공작기계학회:학술대회논문집
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• 한국공작기계학회 1995년도 춘계학술대회 논문집
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• pp.158-165
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• 1995

A new fungible materal named Epoxy-Granite composite is applied to the column structure of drilling center in order to investigate the advanced dynamic chatateristics comparing with a conventional cast iron material. The dimensions of new colum structure are adjusted to keep the same stiffness (El value) and the manufacturing conditions are formulated based on the preceeding research experience about the development of Epoxy-Granite structural material. The two kinds of experiments are set up. one of which is for the measurement of natural mode and frequency using experimental modal analysis and the other one is for the measurement of vibration amplitude during idling operation of a machine fool. The comparison of maximum, accelerance values at each natural frequency of bending mode shows a Epoxy-Granite column have larger modal damping ratios(over 2times) than a cast iron column. The vibration amplitude of Epoxy-Granite column measued on the bed motor base and top of column are also much smaller (up to 12%) than the case of cast iron column. It is therefore confirmed that a Epoxy-Granite materal exhibits a good anti-vibrational property even if it is used under the actual operational environments of machine eool as a practical structural element.

• 한국도로학회논문집
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• 제5권4호
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• pp.13-22
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• 2003

국내의 경우 도로포장설계시 외국의 설계법을 단순히 도입하여 사용하고 있지만 건설재료,기후 및 교통조건 등이 외국과 상이하기 때문에 근본적 인 제한성이 있다. 특히, 국내 포장구조해석에서 아스팔트층 거동특성만을 중요시하는 해석은 포장구조체가 각 층의 영향을 받는 종합적인 거동특성을 보인다는 포장구조체 시스템적인 특성을 고려한다면 많은 문제점을 내포하고 있다. 따라서, 도로포장 설계시 합리적이고 경제적인 설계를 할 수 있도록 포장구조체의 해석 시스템을 구축하여야 한다. 본 연구에서는 비선형성이 포장체에 미치는 영향을 알아보기 위한 수치해석의 기본작업으로 다층구조상태인 포장체의 거동해석에 영향을 미치는 두께와 탄성계수 조합으로 구성된 243개의 표준단면과 하중종류에 따른 영향을 분석하여 응력의 변화분포가 큰 경우를 해석단면으로 결정하였다. 분석결과 탄성계수보다 층 두께의 영향이 더 큼을 알 수 있었다. 또한. 하중의 경우 원형등 분포하중인 정적하중과 FWD 시험하중을 비교한 결과 FWD 시험하중의 응력분포가 더 큼을 알 수 있었다. 결정된 해석단면을 이용하여 포장하부의 재료적 특성을 대변하는 비선형탄성모델을 각 층별로 적용시켜 기존의 선형탄성모델을 이용한 해석결과와 비교 분석한 결과 포장하부시스템 중 보조기층에서는 지반내 응력상태를 반영할 수 있는 비선형모델을 고려해야 하는 것이 보다 합리적임을 알 수 있었다.

• 한국공간구조학회논문집
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• 제6권1호
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• pp.101-109
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• 2006

내진 댐퍼 브레이스를 가진 강구조물은 브레이스가 지진입력에너지를 충분히 흡수함으로써 주요한 구성부재의 치명적인 피해를 현저하게 저감시키는 것이 가능하므로, 이 시스템 도입에 따른 거동특성 파악 및 적용성에 대한 연구가 활발히 진행되고 있다. 내진 댐퍼 브레이스를 가진 강구조물의 설계에 있어서는 구조물에 대한 브레이스의 강성비를 결정하여야 하며, 내진성능이 우수한 구조물을 설계하기 위해서는 강성비에 따른 구조물의 지진응답 특성을 파악할 필요가 있다. 본 연구에서는 소성설계에 기초하여 내진 댐퍼 브레이스의 수평 강성비에 따른 강구조물의 초기 부재단면를 설계하고, 지진응답해석을 수행하여 초기 부재단면 설계의 타당성 검토 및 동적거동 특성을 파악한다.