• 한국전산구조공학회논문집
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• 제20권5호
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• pp.593-604
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• 2007

합성형 사교는 비합성형 사교에 비해 역학적 측면에서 큰 장점을 지니고 있는 것이 사실이지만 사각이 심한 사교들의 경우 합성형 사교에 매우 큰 상판응력이 유발될 가능성이 있어 종종 이들 사교들에 대한 비합성형 설계가 검토되어지곤 한다. 본 연구에서는 동적해석이 가능한 비합성형 사교의 해석모델을 제안하고 이 해석모델들을 이용하여 사교들에 대한 비합성형의 적용 타당성을 검토하였다. 또한 주형과 상판과의 세 가지 상호작용(합성작용, 부분합성작용, 비합성작용)이 단순 판형사교들의 동적특성과 동적거동에 미치는 영향을 조사하였다. 주형간격, 사각, 상판 종횡비를 매개변수로 총 27개의 판형 사교들에 대한 일련의 연구를 수행하였다. 상판과 주형 경계면에서의 미끄러짐은 고유진동주기가 길어지는 현상을 유발하여 사교의 교축직각방향에 작용하는 전체밑면전단력의 크기를 감소시킬 수도 있지만 모드형장과 강성분포에 큰 영향을 미쳐 바람직하지 않은 사교 거동을 유발할 수도 있다. 부분합성작용의 최소 규정에 따라 설치된 전단연결재는 주형응력과 상판응력을 감소시키는 효과가 있다. 즉, 몇몇 사교의 경우를 제외하고는 전반적으로 부분합성형으로부터 구한 주형응력과 상판응력의 크기는 합성형 사교로부터 구한 관련 응력들의 크기와 유사하거나 약간 크게 나타난다.

• 한국안전학회지
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• 제24권6호
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• pp.136-143
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• 2009

The injuries as a result of fall accidents is the one of the most common kind of injuries in Korea, especially fall from height is the top most common kind for fatal injuries. Futhermore, the number of fall injuries in manufacturing industry has been steadily increasing from 2000 to 2007. In 2007 the number of fall fatal injuries increased 10.6 % in comparison with the number in 2006. These numbers are 6~17 times higher than those for foreign countries such as the U.K and the USA. So, it is needed to make a study to reduce these numbers for manufacturing industry. To get the goals, we did research as followings. First, this study analyzed statistics by industry, by fall height, by common agent and so on to gain an insight into real aspect of fall injuries. It showed that ladder is the commonly cited agent for manufacturing industry, and 3 risky activities ; the ladder work, the load/unload work, and the maintenance work. Secondly, this study made a survey of manufacturing workers for their understandings of the most 3 risky activities. It showed that 'tendency to work easily' and 'difficulty of applying measures due to inherent working conditions' are main reasons for workers not to implement the preventive measures against the fall accidents. Thirdly, this study tested the slip characteristics of ladder base and lungs. The tests were done based on ANSI standard and KS. In addition to the standard condition, this study performed slip tests in wet and sandy conditions and compared the results with the those of standard condition. It showed that friction coefficient is standard condition > wet condition > sandy condition, and the friction coefficient of ladder for sandy condition is measured to be reduced by 63.9% compared with that for standard condition. Finally, this study developed safety work models for using of portable ladders in consideration of the safety standards of foreign countries such as the U.K, the USA, and the Australia.

• 국제초고층학회논문집
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• 제1권4호
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• pp.311-332
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• 2012

Earthquake response of mid-rise to high-rise buildings provided with friction dampers is investigated. The steel buildings are modelled as shear-type structures and the investigation involved modelling of the structures of varying heights ranging from five storeys to twenty storeys, in steps of five storeys, subjected to real earthquake ground motions. Three basic types of structures considered in the study are: moment resisting frame (MRF), braced frame (BF), and friction damper frame (FDF). Mathematical modelling of the friction dampers involved simulation of the two distinct phases namely, the stick phase and the slip phase. Dynamic time history analyses are carried out to study the variation of the top floor acceleration, top floor displacement, storey shear, and base-shear. Further, energy plots are obtained to investigate the energy dissipation by the friction dampers. It is seen that substantial earthquake response reduction is achieved with the provision of the friction dampers in the mid-rise and high-rise buildings. The provision of the friction dampers always reduces the base-shear. It is also seen from the fast Fourier transform (FFT) of the top floor acceleration that there is substantial reduction in the peak response; however, the higher frequency content in the response has increased. For the structures considered, the top floor displacements are lesser in the FDF than in the MRF; however, the top floor displacements are marginally larger in the FDF than in the BF.

• Earthquakes and Structures
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• 제3권2호
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• pp.169-180
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• 2012

The performance of pure friction isolation system with respect to the frequency bandwidth of excitation and the predominant frequency is investigated. A set of earthquake ground motions (artificial as well as recorded [with different combinations of magnitude-distance and local site geology]) is considered for investigating effectiveness of pure friction isolators. The results indicate the performance of pure friction base isolated system does not only depend upon coefficient of friction and mass ratio but the stick-slip behaviour depends upon the frequency content of the excitation as well. Slippage prevails if the excitation frequency lies in a suitable frequency range. This range widens with increasing mass ratio. For larger mass ratios, the sliding effect is more pronounced and the maximum acceleration response is further reduced in the neighbourhood of frequency ratio (${\omega}/{\omega}_n$) of unity. The pure friction isolation system is effective in the case of broadband excitations only and that too, in the acceleration sensitive range of periods. The pure friction system is not effective for protection against narrow band motions for which the system response is quasi-periodic.

• 한국측량학회지
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• 제14권2호
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• pp.167-179
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• 1996

AFM은 반송파 위상을 이용하는 GPS 정밀측위에서 일반적으로 문제가 되는 초기미지정수와 cycle-slip에 영향을 받지 않는 기법이다. 그러나 기존의 AFM알고리즘에는 두 가지의 어려움이 있다. 첫째, 최적의 수신기 위치를 구하기 위한 계산시간이 너무 길다는 점이다. 둘째, 검색공간 내에 최적의 수신기 위치로 선정이 가능한 후보가 많을 수 있다는 점이다. 따라서 기존의 AFM 알고리즘이 갖는 단점을 개선하여 OTF의 환경에 적용할 수 있도록 계산시간을 획기적으로 단축시키는 새로운 알고리즘이 본 논문에서 제시되었다. 또한 결정된 최적의 수신기 위치의 진위 여부를 통계적으로 검정하는 알고리즘이 제시되었다.

• Tribology and Lubricants
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• 제30권1호
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• pp.15-20
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• 2014

A more accurate expression for effective viscosity is obtained using a linear regression of the data from Fukui-Kaneko's model, which are obtained through numerical calculations based on the linearized Boltzmann equation. Veijola and Turowski's expression is adopted as a base function for effective viscosity. The four coefficients in that equation are optimized, and sensitivity analysis is conducted for these coefficients. The results show that the coefficient for the first-order Knudsen number is the most accurate, whereas the coefficient in the exponential of the Knudsen number is the least accurate compared with Fukui-Kaneko's results. The expression for effective viscosity is accurate within 0.02% rms of Fukui-Kaneko's results for the inverse Knudsen numbers from 0.01 to 100 and surface accommodation coefficients ranging from 0.7 to 1.

• 한국재료학회지
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• 제29권6호
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• pp.343-348
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• 2019

Structural and mechanical effects of the dynamical precipitation in two copper-base alloys have been investigated over a wide range of deformation temperatures. Basing upon the information gained during the experiment, also some general conclusion may be formulated. A one concerns the nature of dynamic precipitation(DP). Under this term it is commonly understood decomposition of a supersaturated solid solution during plastic straining. The process may, however, proceed in two different ways. It may be a homogeneous one from the point of view of distribution and morphological aspect of particles or it may lead to substantial difference in shape, size and particles distribution. The effect is controlled by the mode of deformation. Hence it seems to be reasonable to distinguish DP during homogeneous deformation from that which takes place in heterogeneously deformed alloy. In the first case the process can be analyzed solely in terms of particle-dislocation-particle interrelation. Much more complex problem we are facing in heterogeneously deforming alloy. Deformation bands and specific arrangement of dislocations in form of pile-ups at grain boundaries generate additional driving force and additional nucleation sites for precipitation. Along with heterogeneous precipitation, there is a homogeneous precipitation in areas between bands of coarse slip which also deform but at much smaller rate. This form of decomposition is responsible for a specially high hardening rate during high temperature straining and for thermally stable product of the decomposition of alloy.

• 한국지반환경공학회 논문집
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• 제20권12호
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• pp.41-47
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• 2019

본 논문에서는 서남해 해상풍력 실증단지 해역을 대상으로 석션버켓기초의 지지력에 대한 신뢰성 분석에 대한 내용을 다루었다. 5MW급 해상풍력터빈의 콘크리트 석션버켓기초를 선정하여 기초 설치 후 연직지지력과 수평지지력에 대한 파괴확률을 계산하고 설계변수의 민감도를 분석하였다. AFOSM을 이용한 신뢰성해석을 수행한 결과, 기초-지반 분리거동 시 연직지지력에 대한 파괴확률이 가장 큰 것으로 나타났으며 기초지반의 단위중량과 내부마찰각이 지배적인 영향인자임을 확인하였다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2023년도 봄 학술논문 발표대회
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• pp.41-42
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• 2023

Test results for a total of four types of complex waterproofing methods were analyzed. In the case of the A method, the stress generated by high-viscosity compounds adhering to the base test body during the behavior of the test body was transferred to the sheet surface layer. In the case of the B method and the C method, the properties of the waterproof sheet consisting of a non-hardened seal based and a non-hardened seal are well reflected and stress absorption in the non-hardened seal layer acts strongly, rapidly reducing stress transfer to the surface of the waterproof sheet. In the case of the D method, slip occurs due to repeated behavior, and the stress on the attachment surface is reduced, and the stress transfer to the surface is greatly reduced. As a result, four types of composite waterproofing methods resulted in changing the stress transfer mechanism caused by behavior on the concrete surface due to the physical properties of the internal constituent material of the waterproof sheet.

• 한국강구조학회 논문집
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• 제10권3호통권36호
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• pp.355-367
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• 1998

볼트 구멍의 크기가 고장력 볼트 이음부의 역학적 거동 및 내부 압축응력 분포에 미치는 영향을 살펴보기 위하여 과대공 및 표준공을 갖는 고장력 볼트 이음부에 대한 실험 및 해석적 연구를 실시하였다. 실험적 연구에서는 정적 인장시험과 피로시험을 실시하여 미끄러짐 특성, 피로강도 및 피로파단 양상을 평가하였으며, 해석적 연구에서는 유한요소해석을 통하여 내부 압축응력의 분포영역을 밝히고, 내부 압축응력의 분포가 역학적 거동에 미치는 영향을 평가하였다. 실험결과, 과대공을 갖는 고장력 볼트 이음부의 미끄러짐 계수와 피로강도는 표준공을 갖는 이음부와 비교하여 큰 차이는 없으나 다소 감소하는 경향이 나타났다. 이러한 원인은 과대공 시험편의 경우 볼트 구멍의 크기가 표준공 시험편과 비교하여 상대적으로 크기 때문에 축력의 작용폭이 좁아져 마찰영역으로 작용하는 내부 압축응력의 분포영역이 작아지기 때문으로 판단되며, 이는 유한요소해석 결과로도 확인할 수 있었다. 또한, 피로시험 결과 과대공 시험편의 피로균열의 발생점이 표준공 시험편 보다 볼트 구멍 내벽에 가까운 것을 알 수 있어, 피로균열의 발생위치는 고장력 볼트의 도입축력에 의해 모재와 이음판에 형성되는 내부 압축응력의 분포영역과 밀접한 관계가 있음을 알 수 있었다.