• 한국문화재보존과학회:학술대회논문집
• /
• 한국문화재보존과학회 2004년도 제20회 발표논문집
• /
• pp.15-24
• /
• 2004

The Seokgatap pagoda composed of mainly alkali granite and other minor pink-feldspar granite, fine-grained granite, granodiorite, diorite, gabbro, and tuff. Despite the small loss and damage derived from joints, its peel-off and exfoliation are serious enough to cause the heavy deterioration on the stone surface. The chemical and petrological weathering has partly replaced the original rock-forming minerals with clay minerals and iron oxyhydroxides. Based on the petrogenesis, rock materials of the pagoda is very similar to rocks of Dabotap pagoda and the Namsan granite in the Gyeongju. The central fart of the pagoda has sunken highly, which caused all the corners to split and the structural transformation to become worse. The reverse V-shaped gaps between the materials have broken stones filled in a coarse way. The iron plates inserted between the upper flat stone laid on other stones and tile pagoda body in the north and east side has been exposed in the air and corroded, discoloring of the adjacent stones. The overall diagnosis of the Seokgatap pagoda is the deteriorated functions of the stone materials, which calls for a long-term monitoring and plans to reinforce the stone surfaces. But the main body including the pagoda roof stone needs washing on a regular basis, and the many different cracks should be fixed with glue by using the fillers or hardeners designed for stone cultural properties after removing the cement mortar. In case of the replacement of the stone materials with new stones, it's necessary to examine the pagoda for the center of gravity and support intensity of the materials. The structural stability of the pagoda can be attained by taking a reinforce measure in geotechnical engineering and making a drainage. The ground humidity, which has aggravated weathering and structural instability, should be resolved by setting up a humidity reduction facility. The contamination of lichens and bryophyte around the pagoda and on the surface is serious. Thus biochemical treatments should be given too in order to prevent further biological damages and remove the vegetation growing on the discontinuous planes.

• Corrosion Science and Technology
• /
• 제6권4호
• /
• pp.147-153
• /
• 2007

This study sought to investigate the reaction of Co-binder containing tungsten with molten zinc. Four kinds of Co-W alloys (pure, 10%W, 20%W, 30%W) were prepared using the powder metallurgy method. The specimens were immersion-tested in molten pure zinc baths at $460^{\circ}C$. To evaluate the corrosion property in molten zinc, the weight loss of the specimen was measured after the immersion tests at different immersion times (10~300 min.). Co-10%W alloys, compared with pure cobalt, showed no effect of tungsten addition on the reaction rate in molten zinc. The relationship between the weight loss and the square root of immersion period represents a straight line in both pure cobalt and Co-10%W alloy. The Co-Zn reaction layer in Co- 1O%W alloy consists of $\gamma2$, $\gamma1$, $\gamma$ and ($\beta1$ phases. The rate of weight loss significantly increases and the weight loss behavior is not well accord with the linear relationship as the tungsten content in the Co-W alloy increases. The $\beta1$ layer was not formed on the Co-20%W alloy and neither was a stable Co-Zn intermetallic compound layer found on the Co-30%W alloy. The main cause of increase in reaction rate with increasing tungsten content is related with the instability of the Co-Zn reaction phases as seen on micro-structural analysis.

• Smart Structures and Systems
• /
• 제25권2호
• /
• pp.155-167
• /
• 2020

This paper demonstrates a real-time hybrid substructuring (RTHS) shake table test to evaluate the seismic performance of a base isolated building. Since RTHS involves a feedback loop in the test implementation, the frequency dependent magnitude and inherent time delay of the actuator dynamics can introduce inaccuracy and instability. The paper presents a robust stability and performance analysis method for the RTHS test. The robust stability method involves casting the actuator dynamics as a multiplicative uncertainty and applying the small gain theorem to derive the sufficient conditions for robust stability and performance. The attractive feature of this robust stability and performance analysis method is that it accommodates linearized modeled or measured frequency response functions for both the physical substructure and actuator dynamics. Significant experimental research has been conducted on base isolators and dampers toward developing high fidelity numerical models. Shake table testing, where the building superstructure is tested while the isolation layer is numerically modeled, can allow for a range of isolation strategies to be examined for a single shake table experiment. Further, recent concerns in base isolation for long period, long duration earthquakes necessitate adding damping at the isolation layer, which can allow higher frequency energy to be transmitted into the superstructure and can result in damage to structural and nonstructural components that can be difficult to numerically model and accurately predict. As such, physical testing of the superstructure while numerically modeling the isolation layer may be desired. The RTHS approach has been previously proposed for base isolated buildings, however, to date it has not been conducted on a base isolated structure isolated at the ground level and where the isolation layer itself is numerically simulated. This configuration provides multiple challenges in the RTHS stability associated with higher physical substructure frequencies and a low numerical to physical mass ratio. This paper demonstrates a base isolated RTHS test and the robust stability and performance analysis necessary to ensure the stability and accuracy. The tests consist of a scaled idealized 4-story superstructure building model placed directly onto a shake table and the isolation layer simulated in MATLAB/Simulink using a dSpace real-time controller.

• 한국융합학회논문지
• /
• 제6권1호
• /
• pp.57-63
• /
• 2015

본 연구에서는 자동차의 스테빌라이저 링크를 모델로 하여 로워암과 연결되는 곳에 고정을 하고 모멘트를 가한다. Model 1, 2 및 3는 각각 길이 조정형, 일반형 및 일체형들이다. 이 모델들은 CATIA와 ANSYS로 설계 및 강도해석을 통한 융합 기술을 수행함으로서 연구된다. Model 3의 최대 등가응력이 가장 작음으로서 Model 3가 3개의 모델들 중 가장 큰 하중을 견딜 수 있다. 피로 해석으로서는 Model 3가 응력 상태의 빈도수가 일어나는 구간이 가장 작음으로서 세가지 모델 중 가장 안정적이다. 그 다음으로 Model 1, Model 2 순으로 안정적임으로서 응력 상태의 빈도로서 구간 수가 커지고 불안정성이 더 커진다. 그리고 디자인 면에서의 융합 기술로의 접목도 가능하여 미적인 감각을 나타낼 수 있다.

• 대한치과보철학회지
• /
• 제40권3호
• /
• pp.275-286
• /
• 2002

Statement of problem. Surface alteration of the implant screws after function may be associated with mechanical failure. Theses metal fatigue appears to be the most common cause of structural failure. Purpose. The purpose of this study was to evaluate surface alteration of the implant screws after function through the examination of used and unused implant screws in SEM(scanning electron microscope). Materials and methods. In this study, abutment screws(Steri-oss, 3i), gold retaining screw(3i) and titanium retaining screw(3i) were retrieved from patients. New, unused abutment and retaining screws were prepared for control group. Each of the old, used screws was retrieved with a screwdriver. And retrieved implant complex of Steri-oss system was prepared for this study. Then, SEM investigation and EDS analysis of abutment and retaining screws were performed. And SEM investigation of cross-sectioned sample of retrieved implant complex was performed. Results. In the case of new, unused implant screws, as maunfactured circumferential grooves are regularly examined and screw thread are sharply remained. Before ultrasonic cleansing of old, used implant screw, a lot of accumulation and corrosion products were existed. After ultrasonic cleansing of old, used implant screws, circumferential grooves as examined before function were randomly deepened and scratches increased. Also, dull screw thread was examined. More surface alterations after function were examined in titanium screw than gold screw. And more surface alteration was examined when retrieved with driver than retrieved without driver. Conclusions. These surface alteration after function may result in the screw instability. Regularly cleansing and exchange of screws was recommended. We recommend the use of gold screw rather than titanium screw, and careful manipulation of the driver.

• 가정과삶의질연구
• /
• 제32권1호
• /
• pp.133-150
• /
• 2014

This study is aimed at examining the employment preparation of Chinese migrant women and exploring measures to support their employment in a practical manner. To accomplish the objectives, in-depth interviews with 15 Han Chinese and Korean Chinese women, who represent the highest proportion in Korea, were conducted. Each interview lasted for about an hour and a half on average, and there were additional questionnaires and observations on vocational courses. Collected data was analyzed in 4 steps by utilizing the analysis methods suggested by Lichtman (the three C's of data analysis: codes, categories, concepts), which were transformed to fit the final data. The research findings are as follows. First, the fundamental reasons that Chinese migrant women seek employment in Korea are as follows: role model as a mother based on motherhood and the desire to be recognized as a member of society. Second, as for employment strategies, although all the respondents were only dependent on the referral of their acquaintances and national institutions, Han Chinese and Korean Chinese women had ambivalent attitudes toward each other. Third, they attributed the causes of unemployment to personal aspects such as the amount of effort made and luck, and social structural aspects, including employment instability and low acceptance of multi- cultural individuals. Fourth, the migrant women hoping for 'complete integration' in the future, suggested some practical employment support measures. Such measures should be established by comprehensively reflecting their reasons for getting a job, employment strategies, attributions of unemployment, and employment outlook, rather than as response measures to the low birth rate and aging issues in Korea.

• 한국항공우주학회지
• /
• 제37권7호
• /
• pp.627-633
• /
• 2009

복합재는 인공위성 카메라 경통의 재료로 많이 사용되는 재료이다. 하지만 적층된 복합재는 층간응력에 의한 층간분리 현상으로 약화된다 이러한 파괴모드는 경통의 구조적 불안정을 유발하며, 카메라의 광학적 성능도 저하시킨다. 따라서 경통은 층간분리에 대해서 강건해야하며, 또한 고강성, 충분히 높은 고유진동수 및 작은 열 팽창 계수 등을 가져야한다. 본 연구에서는 실험계획법을 바탕으로 설계를 진행하였다. 각 실험과정은 직교배열표를 기준으로 설계되었으며, 여러 속성을 고려하기 위해서 MADM 방법을 사용하였다. 그리고 분산분석과 F-검정을 통해서 영향력 인자를 결정하여 경통의 최종 적층각을 결정하였다.

• 한국강구조학회 논문집
• /
• 제17권2호통권75호
• /
• pp.139-149
• /
• 2005

소성설계에 있어서 국부좌굴 후의 거동은 매우 중요한 고려사항이며, 최종 붕괴상태에 이르는 거동을 설명한다. 지진과 같은 복잡한 하중에 대하여 구조물의 실질적인 신뢰성을 얻기 위해, 국부좌굴 이후의 구조물의 점진적인 소재의 약화와 강성과 강도의 감소, 에너지 소실능력을 평가하여야 한다. 본 연구에서는, two-surface 모델에 근거하여 반복 불비례 하중에서의 국부좌굴 후 거동을 예측하기 위하여 제시된 stress resultant model을 이용하여, 단순화된 국부좌굴해석모델을 제안하였다. 이 모델을 사용한 해석적 모멘트-곡률관계는 일정한 반복 사이클 내에서 실험결과와 적절히 부합하며, 내진설계에 있어 중요한 선형 분포된 에너지 감소를 제안 모델로부터 예측할 수 있다.

• 보존과학회지
• /
• 제19권
• /
• pp.85-98
• /
• 2006

서산 마애삼존불상을 구성하는 암석은 중립질 흑운모 화강암이다. 이 삼존불은 전면에 걸쳐 절리 및 균열과 탈락, 박리박락, 표면의 결로현상 및 이차적 오염물에 의한 변색 등으로 심하게 손상된 상태이다. 이 삼존불이 조각된 암반은 다양한 형태를 갖는 수십 개의 암괴로 분리되어 있으며, 불규칙한 불연속면이 발달되어 있다. 또한 주변의 암반에는 식생이 밀집되어 습도가 높고 미생물의 오염이 가중된 상태이다. 이 암반의 구조적 안정성 검토결과, 암반에 발달한 불연속면들은 불안정한 사면 환경에 노출된 상태로서 삼존불의 구조적 안정성을 위협하고 있는 것으로 해석되었다. 따라서 암반을 포함한 주변의 식생환경에 관한 정비가 필요하며 지속적인 모니터링을 통해 보다 정밀한 암반의 거동특성을 규명해야 할 것이다.

• Smart Structures and Systems
• /
• 제22권1호
• /
• pp.41-55
• /
• 2018

Damping ratio and frequency have influence on dynamic serviceability or instability such as vortex-induced vibration and displacement amplification due to earthquake and critical flutter velocity, and it is thus important to make determination of damping ratio and frequency accurate. As bridges are getting longer, small scale model test considering similitude law must be conducted to evaluate damping ratio and frequency. Analysis conditions modified by similitude law are applied to experimental test considering different scale ratios. Generally, Nyquist frequency condition based on natural frequency modified by similitude law has been used to determine sampling rate for different scale ratios, and total time length has been determined by users arbitrarily or by considering similitude law with respect to time for different scale ratios. However, Nyquist frequency condition is not suitable for multimode system with noisy signals. In addition, there is no specified criteria for determination of total time length. Those analysis conditions severely affect accuracy of damping ratio. The focus of this study is made on the determination of minimum analysis conditions for different scale ratios. Influence of signal to noise ratio is studied according to the level of noise level. Free initial value problem is proposed to resolve the condition that is difficult to know original initial value for free vibration. Ambient and free vibration tests were used to analyze the dynamic properties of a system using data collected from tests with a two degree-of-freedom section model and performed on full bridge 3D models of cable stayed bridges. The free decay is estimated with the stochastic subspace identification method that uses displacement data to measure damping ratios under noisy conditions, and the iterative least squares method that adopts low pass filtering and fourth order central differencing. Reasonable results were yielded in numerical and experimental tests.