• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 2002년도 춘계학술대회 논문집
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• pp.293-296
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• 2002

This work presents the reconstruction of impact force produced by the collision between two elastic structures. The 2-DOF impactor was designed. The shape control of impact farce using correlations of the dynamic characteristics and impact force history between two elastic structures is accomplished. The effects of the relative motion between impactor and elastic structure on the impact force shape are studied. Reconstruction characteristics of impact force in cantilever beam are reviewed.

• 한국공간구조학회논문집
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• 제14권1호
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• pp.77-84
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• 2014

Simple 3, 10, and 30-story buildings with a nonstructural element which is located at roof or near the middle of the building height are selected. Based on 2009 Korean Building Code, the seismic design force applied at the nonstructural element is evaluated. Response spectrum analysis is conducted with the design response acceleration spectrum of 2009 Korean Building Code and the analytical response is compared with the seismic design force from the Code. Furthermore, an artificial earthquake based on Korean design response acceleration spectrum and the 50% intensity of El Centro earthquake, which can be considered as the maximum future earthquake possibly occurring in Korea, are selected to conduct time history analysis. When the period of the nonstructural element is shorter than 0.06 second or longer than that of the 1st period of each building, the Code equations of seismic design force for nonstructural element seems to be appropriate. However, the period of the nonstructural element is close to the one of the building's higher mode periods including the 1st period, seismic force of the nonstructural element might exceed the Code specified seismic design force.

• 한국기계가공학회지
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• 제11권4호
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• pp.7-12
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• 2012

The cutting force for peripheral end-milling considering run-out property was estimated and its result was compared with that of measured one. An experimental coefficient modelling was used for the formulation of theoretical end-milling force by considering the specific cutting force coefficient. Also, the specific cutting force, that is the multiplication of specific cutting force coefficient and uncut chip thickness, was used for the prediction of end-milling force. The end-milling force mechanics with run-out was presented for the estimation of theoretical force in peripheral end-milling by considering the geometric shape of the workpiece part. As a result, the estimated end-milling force shows a good consistency with the measured one. And it can be used for the prediction of force history in end-milling with run-out which incurs different start and exit immersion angle in entering and exiting condition.

• 대한안전경영과학회:학술대회논문집
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• 대한안전경영과학회 2011년도 추계학술대회
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• pp.75-84
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• 2011

본 논문에서는 지하공간에 설치되는 지중구조물에 대한 내진해석에 관한 연구로 구조물의 거동특성과 내진설계방법의 종류에 따라 수치해석을 실시하였다. 이를 위해 현재 가장 많이 실무에 적용되고 있는 내진설계방법인 등가정적해석법과 응답변위법을 적용하고 정밀한 해석이 가능한 시간이력해석법에 의해 검증을 시행하였으며 구조물 내진해석은 3-D 모델링에 의해 구조물-지반 상호작용을 고려하고 국내의 콘크리트구조설계기준에 따라 수행하였다. 해석 결과 현재 실무에서 적용되고 있는 등가정적해석법과 응답변위법을 적용하는 경우 정밀한 동적해석법 보다 다소 크게 산정되어 실무적용에 문제가 없음을 확인 할 수 있었다.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2007년도 춘계학술대회논문집
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• pp.578-581
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• 2007

In this study, the seismic control performance of energy dissipation devices installed in a shear all-frame structure is investigated through nonlinear time history analysis of a 12-story building. Inelastic shear walls are modeled using the multiple vertical line element model (MVLEM) and inelastic columns and girders were modeled using fiber beam elements. For a seismic load increased by 38% compared to the design load, the seismic control performance was analyzed based on the results of a nonlinear time history analysis in terms of the inter-story drift, the story shear and the flexural strain. Friction type dampers was found to performs best if they are installed in the form of a brace adjacent to the shear wall with the friction force of 15 % of the maximum story shear force induced in the original building structure without dampers.

• Coupled systems mechanics
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• 제7권4호
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• pp.407-420
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• 2018

In solid-liquid two phase flow, the knowledge of how descending solid particles affected by the presence of downstream wall is important. This work studies at what interstitial distance the velocity of a vertically descending sphere is affected by a downstream wall as a consequence of wall-modified hydrodynamic forces through a validated dynamic model. This interstitial distance-the hydrodynamic coupling distance ${\delta}_c-is$ found to decay monotonically with the approach Stokes number St which compares the particle inertia to viscous drag characterized by the quasi-steady Stokes' drag. The scaling relation ${\delta}_c-St-1$ decays monotonically as literature below the value of St equal to 10. However, the faster diminishing rate is found above the threshold value from St=10-40. Furthermore, an empirical relation of ${\delta}_c-St$ shows dependence on the drop height which clearly indicates the non-negligible effect of unsteady hydrodynamic force components, namely the added mass force and the history force. Finally, we attempt a fitting relation which embedded the particle acceleration effect in the dependence of fitting constants on the diameter-scaled drop height.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2011년도 정기총회 및 추계학술대회 논문집
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• pp.3156-3159
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• 2011

In case of the continuous welded rail(CWR) track is supported by the railway bridge, the additional axial force is occurred in the CWR due to the track-bridge interaction. In the various design codes such as Korean code, European code, UIC code, etc, three important loads(temperature variation in the bridge-deck, braking/acceleration and the bending of the bridge-deck resulted from the passing train) are treated as the independent loading case. In other words, the additional axial force can be obtained by summing up the three different values calculated by the three independent analysis. However, this analysing method may have an error because the behavior of the longitudinal resistance between the rail and the bridge-deck is under the highly nonlinear. Therefore, in order to exactly analyse the track-bridge interaction, nonlinear loading history and the change of the longitudinal resistance owing to the loading history must be considered in the analysis process. In this study, the loading history effect on the track-bridge interaction is investigated considering the resonable combination of three loads and the longitudinal resistance change.

• 한국의사학회지
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• 제21권1호
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• pp.13-28
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• 2008

The concept of health has existed through the history of mankind; the recognition and adaptation of such concept has transformed over time with the development of culture throughout the age of humans. These concept wasn't absent in the content East Asian Medicines, which is represented by Huangdi's Internal Classic. However, due to imperialism and colonial polocies in the past, biomedical concepts of health has been accepted with force. The concept of "health" in pathological medicines of biomedicine refers to the of anatomical and biological completeness of the body system. In East Asia, Korean especially, a number of concepts regarding these subjects has been informed by Japanese physicians, such as Hukujawa Yukichi. Understanding the idea of body in the angle of philosophy, history, and medicine in the cultural area of East Asia is necessary.

• 한국인구학
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• 제20권2호
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• pp.5-42
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• 1997

이 논문은 출산을 전후한 시기에 있는 여성의 노동시장 전출입(labor market transitions)에 관한 필자의 일련의 연구들 중 일부이다. 여성 노동시장에 관한 기존의 이론들을 통합하여 하나의 모델을 제시하고, 노동시장 이탈과 진입의 문제를 다루는 데 적합한 통계적 기법을 소개하였다. 상당수의 여성이 일생을 통하여 적어도 한번씩은 생산노동에 참여하는 현실 속에서 이제 중요한 문제는 노동의 지속과 단절의 문제이다. 이 문제는 여성의 노동시장행위에 대한 동태적인 분석을 요구한다. 본 연구는 응답자의 취업사(work history)와 가족형성사를 장기적으로 관찰한 자료를 이용하고 시간 또는 기간이라는 측면을 분석의 틀에 포함시킨 연구방법을 사용하여 노동의 지속과 단절을 좀더 원래의 개념에 충실하게 포착하였다. 탐색적 분석방법으로 출산을 전후한 시기 여성의 고용단절과 재취업의 행위가 각각 임신, 출산으로부터의 기간에 따라 어떤 패턴으로 나타나는지 살펴보았다. 이 시기 여성의 노동시장 이탈과 진입의 행위는 시간에 따라 일정하게 증가하거나 감소하는 추세를 띠고 있지 않으므로 '사건사분석'(event history analysis)에서 '기간의존성'(duration dependence)을 가정할 때 특별한 주의가 필요하기 때문이다. 탐색적 분석에서 드러난 노동시장행위의 패턴이 어떤 요인에 의해 영향을 받는지를 알아보기 위하여 가설을 세우고 이를 검증하였다. 가족의 수입과 자신의 임금에 대한 경제적 고려 외에 교육을 통해 얻게 되는 경제적 독립과 평등한 성역할에 대한 의지, 그리고 거시적인 경제 여건과 직업의 특성에 의해 조건지워지는 구조적 요인 등을 살펴봄으로써 '인적자본론'의 한계를 짚어 보았다.

• 한국정밀공학회지
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• 제20권4호
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• pp.49-58
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• 2003

In this study, the equation of motion of impacting elastic structures was derived through the theory, and the shape control of impact force using correlations of the dynamic characteristics and impact force history between two elastic structures was accomplished. Through numerical analysis and experiments, the classical contact mechanisms were verified, and the effects of the relative motion between impactor and elastic structure on the impact force shape were studied, and then the shape change of impact force depending on the impact position and mode shape of cantilever beam were analyzed. The 2-DOF impactor was designed and used. Reconstruction characteristics of impact force in cantilever beam were reviewed .