• Transactions of the Korean Society of Mechanical Engineers
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• v.16 no.10
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• pp.1963-1970
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• 1992

An oscillatory motion of the natural convection in a two dimensional, partially divided square enclosure heated from below, and fitted with a partition is investigated numerically. The enclosure was composed of the lower hot and the upper cold horizontal walls and the adiabatic vertical walls, and a partition was situated perpendicularly at the mid-height of the one vertical insulated wall. The governing equations are solved by using the finite element method with Galerkin method. The computations were performed with the variation of the length and the thermal conductivity of the partition, and Rayleigh number based on the temperature difference between horizontal walls and the enclosure height with water(Pr=4.95). also, the effect of the inclination angles was studied for the transition to the oscillating flow. As the results, it was found that the intensity and frequency of oscillatory motion were affected significantly by the Rayleigh number and the length of partition. The effect of oscillatory motion was weaken with the increase of the thermal conductivity of partition. The inclination angle for the transition was raised with the increase of Rayleigh number and the length of partition.

• Journal of the Earthquake Engineering Society of Korea
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• v.12 no.4
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• pp.19-33
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• 2008

Dynamic response measurements from natural excitation were carried out for 25- and 42-story buildings to evaluate their inherent properties, such as natural frequencies, mode shapes and damping ratios. Both are reinforced concrete buildings adopting a core wall, or with shear walls as the major lateral force resisting system, but frames are added in the plan or elevation. In particular, shear walls in a 25-story building are converted to frames from the 4th floor level downwards while maintaining a core wall throughout, resulting in a fairly complex structure. Due to this, along with similar stiffness characteristics in the principal directions, significantly coupled and closely spaced modes of motion are expected in this building, making identification rather difficult. By using various state-of-the-art system identification methods, the modal parameters are extracted, and the results are then compared. Three frequency-domain and four time-domain based operational modal identification methods are considered. Overall, all natural frequencies and damping ratios estimated from the different identification methods showed a greater consistency for both buildings, while mode shapes exhibited some degree of discrepancy, varying from method to method. On the other hand, in comparison with analysis results obtained using the initial finite element(FE) models, test results exhibited a significant difference of about doubled frequencies, at least for the three lower modes in both buildings. To improve the correlation between test and analysis, a few manual schemes of FE model updating based on plausible reasons have been applied, and acceptable results are obtained. The advantages and disadvantages of each identification method used are addressed, and some difficulties that might arise from the updating of FE models, including automatic procedures, for such large structures are carefully discussed.

• Journal of the Earthquake Engineering Society of Korea
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• v.16 no.3
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• pp.23-33
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• 2012

Dynamic response measurements from natural excitation were carried out for three 18-story office buildings to determine their inherent properties. The beam-column frame system was adopted as a typical structural form, but a core wall was added to resist the lateral force more effectively, resulting in a mixed configuration. To extract modal parameters such as natural frequencies, mode shapes and damping ratios from a series of vibration records at each floor, the most advanced operational system identification methods based on frequency- and time-domain like FDD, pLSCF and SSI were applied. Extracted frequencies and mode shapes from the different identification methods showed a greater consistency for three buildings, however the three lower frequencies extracted were 1.2 to 1.7 times as stiff as those obtained using the initial FE models. Comparing the extracted fundamental periods with those estimated from the code equations and FE analysis, the FE analysis results showed the most flexible behavior, and the most simple equation that considers the building height as the only parameter correlated fairly well with test results. It is recognized that such a discrepancy arises from the fact that the present tests exclude the stiffness decreasing factors like concrete cracking, while the FE models ignore the stiffness increasing factors, such as the contribution of non-structural elements and the actual material properties used.

• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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• 2000.11a
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• pp.489-494
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• 2000

제품과 사용자간에 필연적으로 존재하는 소리를 쾌적하게 하기 위한 연구로서 자연음 6종과 소음 6종의 음압(dB)이 비슷하도록 조절하였을 때 소리의 어떠한 물리적 특성이 긍/부정감성에 주된 영향을 미치는지를 파악하기 위하여 남/녀 각각 35명씩의 대학생들에게 7점척도의 8가지 형용사 쌍을 이용한 음질평가 청감실험을 한 결과 물소리를 포함한 자연음은 소음보다 대체로 긍정감성이 높게 평가되었고 긍정감성과 심리음향인자와의 상관성은 Loudness의 -0.37을 비롯하여 "-"상관성을, Unbiased annoyance와 심리음향인자들과의 상관성은 Loudness의 0.92를 비롯한 "+" 상관성을 각각 갖었으며 여자는 남자보다 긍/부정감성에 더욱 예민하게 반응하는 것으로 나타났다.

• Proceedings of the Korean Society of Computer Information Conference
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• 2017.01a
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• pp.201-202
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• 2017

공명은 외부에서 진동계를 진동시킬 수 있는 힘을 가했을 때 그 고유진동수와 외부에서 가해주는 힘의 진동수가 같으면 그 진동은 심해지고 진폭도 커진다. 진동체가 서로 연결되어 있는 경우, 양쪽 진동수가 같으면 공명에 의해 에너지를 서로 교환하는 현상이다. 본 논문에서는 경남 사천에 소재하는 백천사의 사찰 마당에 있는 청동 대야를 사람이 손잡이를 문지를 때 발생하는 파동 현상을 고찰한 연구이다. 청동 대야에서 발생하는 진동수는 3가지 성분이다. 이 음은 복합음의 일종으로 볼 수 있다. 복합음의 기본 특성은 기본음이 배음보다 음압이 크다. 철제에서 생성되는 음압의 형태와 단조로운 순음인 경우가 많다. 청동 대야의 음압은 맥놀이 특성을 나타내고 있어 진폭변조의 포락선을 형성하고 있다.

• The Journal of Natural Sciences
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• v.9 no.1
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• pp.53-56
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• 1997

The structure of poly-$\beta$-hydroxybutyrate (PHB) in Chlorogloea fritschii was analyzed by FT-IR spectrometry under various conditions (phosphate starves or sufficient conditions). They exhibited characteristic absorption peaks for PHB, such as C=O stretching band at 1700-1800 $cm^-1$and C-H stretching bands at about 2900 $cm^-1$, however, the intensity of C-H stretching peaks, relative to the rest of the spectrum was increased under phosphate starved condition, which suggests that C. fritschii might produce another modified PHB polymer under phosphate starved condition.

• Magazine of korean Tunnelling and Underground Space Association
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• v.3 no.4
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• pp.29-37
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• 2001

• Magazine of korean Tunnelling and Underground Space Association
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• v.3 no.4
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• pp.38-45
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• 2001

• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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• 1995.10a
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• pp.179-184
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• 1995

본 논문은 단면관성 효과와 전단효과를 고려한 회전하는 두껍고 짧은 외팔보의 진동해석모델링을 제시하였으며 수치해석을 통해 다음과 같은 결론을 얻었다. 세장비가 큰 경우(.alpha.는 70 이상) Timoshenko 해석모델과 Euler 해석모델에 의한 고유진동수 예측은 거의 차이가 없다. 그러나 세장비가 작은 경우 Euler 해석모델은 Timoshenko 해석모델에 비해 큰 무차원 고유진동수 값을 예측하며 특히 고차모드에서 두 모델은 큰 해석결과의 차이를 보여주었다. 따라서 보의 세장비가 작은 경우, 보가 회전할 때도 일반적 해석경우와 마찬가지로 Timoshenko 해석모델을 사용해야 된다는 자연스러운 결론을 얻을 수 있었다.

• Korean Journal of Mineralogy and Petrology
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• v.34 no.4
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• pp.265-275
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• 2021

Findings of microplastics and nanoplastics from diverse natural environments have increased demand for research of the fate and transport of the potentially toxic plastic particles in soils and groundwater. Weathering of microplastics would generate a significant amount of nanoplastics, but nanoplastics research is scarce because of technical difficulties in detecting nanoplastics in environments and analyzing nanoplastics adsorption to mineral surfaces. In the current study, we tested a possibility using quartz crystal microbalance (QCM) for application to nanoplastics adsorption analysis on mineral surfaces. In silica (SiO₂)-packed column experiments, a measurable adsorption capacity for polystyrene nanoparticles often requires injection of unrealistically high ionic strengths or concentrated nanoplastic particles. The current test shows that QCM can measure polystyrene nanoplastics adsorbed onto SiO₂ surface under the low ionic strengths and nanoplastics concentrations, where typical column experiments cannot. QCM is a promising tool for understanding the interaction between nanoplastics and mineral surfaces and thus transport of nanoplastics in soils and groundwater.