• KSCE Journal of Civil and Environmental Engineering Research
• /
• v.26 no.2A
• /
• pp.261-271
• /
• 2006

Many uncertainties affecting to the structural behavior of prestressed concrete (PSC) bridges reinforced with the un bonded external tendons are analyzed on the basis of the analytical method introduced in the companion paper. Many design parameters, which must be considered in design procedure, such as friction slip at the deviators, number of deviators, time-dependent deformations of concrete, relaxation of tendon and influence of loading history in PSC bridges are reviewed, and a lot of valuable results are obtained through this parametric study. In advance, the structural responses according to the external tendon profiles are analyzed to grasp if an optimum tendon profile depends on the applied loading type, and the obtained results show that the most stable structural response is revealed when the locations of deviators are coincident with the loading points.

• Transactions of the Korean Society of Mechanical Engineers
• /
• v.15 no.5
• /
• pp.1620-1634
• /
• 1991

본 연구에서는 전기/자기 및 기계적 요소들이 복합되어 이루어진 자기부상 시 스템의 설현을 위한 기초단계로서 제어동역학(controlled dynamics) 측면에 입각한 모 델식을 본드선도 기법을 이용하여 보다 조직적으로 유도한다. 우선, 자속흐름 확장 및 자속 유출량을 고려하여 부상 시스템을 모델링하고 차량/레일 및 2차 현가(second ary suspension)장치를 포함한 자기부상 시스템을 모델링한다. 다음, 지지 및 안내 방향의 동역학을 동시에 고려한 2차원 자기부상 시스템을 본드선도의 다접점 필드(mu- ltiport field) 개념을 이용하여 모델링한다. 끝으로, 본드선도 기법으로 모델링된 2차원 자기부상 시스템의 안정도와 성능을 향상시키기 위하여 LOG/LTR(linear quadra- tic Gaussian control with loop transfer recovery) 제어시스템을 설계한다. LQG/ LTR 제어방법은 Doyle과 Stein에 의해 인성(stability-robustness) 문제와 주파수역 성능을 설계시에 직접 고려할 수 있는 강력한 선형 다변수 제어시스템 설곕방법으로 현재 널리 사용되고 있다.

• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
• /
• 2001.05a
• /
• pp.528-534
• /
• 2001

Basic equations and its solution procedure are derived for the analysis of an annular pump seal in which the rotor has a large static displacement from the centered position. The Bulk-flow is assumed for a control volume set in the seal clearance and the flow is assumed to be completely turbulent in axial and circumferential direction. Moody's wall-friction-factor formula is used for the calculation of wall shear stresses in the control volume. For the reaction force developed by the seal, linearized zeroth-order and first-order perturbation equations are developed for small motion about an eccentric position. Flow variables are expanded by using Fourier series for the solution procedure. Integration of the resultant first-order pressure distribution along and around the seal defines the 12 elements of rotordynamic coefficients of the eccentric annular pump seal. The results of leakage and rotordynamic coefficients are presented and compared with the Marquette's experimental results and the San Andres' theoretical analysis.

• Proceedings of the Korean Society of Tribologists and Lubrication Engineers Conference
• /
• 1987.06a
• /
• pp.57-60
• /
• 1987

근래에 들어 축의 고속회전이 요구되고 윤활제로 물이나 액체금속과 같은 동점성계수가 낮은 윤활제가 사용됨에 따라 베어링내의 유동은 층류상태를 벗어난 난류상태에 이르고 있다. 이와같이 고속에서 사용되는 저어널베어링에서의 윤활제의 유동은 더욱 복잡하게 되어 이들에 대한 정확한 특성을 예측하기 위한 연구가 필요하게 되었다. 최근에는 열유체윤활에 대한 연구가 행하여지고 있으나 저어널베어링의 온도특성에 대한 실험적 연구는 부족한 상태이다. 그리고 저어널의 하중을 지지하는 유막내의 압력에 대한 실험을 보면 거의 베어링면에서 국부적으로 측정하므로 유막에서 발생하는 압력의 분포를 정확히 알기는 어렵다. 본 연구에서는 저어널의 중앙단면에 압력계를 부착하여 연속적인 압력분포를 측정하고 베어링내면의 온도분포를 측정하며 편심율과 위상각, 배유량을 측정하여 저어널베어링의 성능특성을 예측하기 위한 실험자료를 제공하는 것을 목적으로 한다.

• Tribology and Lubricants
• /
• v.25 no.3
• /
• pp.150-156
• /
• 2009

Precise leakage prediction for annular type seals of turbomachinery is necessary for enhancing their efficiency and various prediction methods have been developed. As the seal passage is designed intricately, the analysis based on Bulk-flow concept which has been mainly used in predicting seal leakage is limited. In order to improve the seal leakage prediction, full Navier-Stokes Equations with turbulent model derived in the seal flow passage have to be solved. In this study, 3D CFD (Computational Fluid Dynamics) analysis has been performed for predicting leakage of various non-contact type anular seals using FLUENT. Compared to the results by Bulk-flow model analysis, experiment, and 2D CFD analysis, the result of 3D CFD analysis shows improvement in predicting seal leakage, especially for the parallel grooved pump seal.

• 유체기계공업학회:학술대회논문집
• /
• 2004.12a
• /
• pp.329-336
• /
• 2004

The lock-up position of the floating ring seal affects the leakage flowrate and the stability. And it is changed depending on the operating and geometry condition. In this paper, the leakage flowrate and stability with change of the height and length were investigated by theoretical analysis and experiment. The parameter of the height and length is expressed to the b and L. The decreasing of the b resulted in the increasing of equivalent whirl frequency ratio in the experimental result at the low speed and high pressure not such as theoretical analysis. As the L increased the leakage flowrate decreased and stiffness and direct damping coefficient increased in the experimental result. That was similar to the theoretical analysis.

• Magazine of the Korea Concrete Institute
• /
• v.10 no.5
• /
• pp.101-107
• /
• 1998

본 논문은 비선형 스트럿-타이 모델에 의한 프리스트레스트 콘크리트 정착부의 거동해석 및 설계에 관한 연구이다. 프리스트레스트 콘크리트 구조물의 정착부는 긴장재의 인장력 도입으로 인해 비교적 작은 단면에 큰 집중하중으로 발생하는 매우 중요한 구조부위이며, 기존의설계가 비교적 다른 구조부위의설계에 비하여 경험적으로 이루어지고 있을 뿐 만 아니라 해석에도 많은 시간과 계산량이 소요되는 단점이 있다. 비선형 스트럿-타이 모델을 대상 정착부의 비선형 재료거동을 따르도록 비선형 해석을 실시하여 설계를 수행하고 구조물의 극한하중을 추정하는 방법이다. 본 논문에서는 긴장력이 정착부의 중앙에 도입되는 경우, 편심으로 도입되는 경우, 다중 정착구가 존재하는 경우에 대하여 선형과 비선형 스트럿-타이 모델을 구성하여 정착부의 역학적 거동을 고찰하였고 실험결과와 비교하였다. 비교로부터 비선형 모델을 사용한 경우 선형 모델을 사용한 경우보다 안정성을 유지하면서 경제적인 설계가 가능하고 추정극학강도도 실험결과에 더욱 근접함을 알았다.

• Transactions of the Korean Society for Noise and Vibration Engineering
• /
• v.20 no.12
• /
• pp.1121-1127
• /
• 2010

Human characteristic responding to idle vibration on passenger vehicle was studied to find if affected by seating posture of passenger. When twelve male subjects are exposed to moderate vertical vibration of 0.224 $m/s^2$ r.m.s. at frequency range from 3 Hz to 40 Hz, it was found that seating posture significantly affects to biodynamical characteristics, apparent mass and apparent eccentric mass, at most range of idle vibration frequency(20~40 Hz). The supported thigh contact on rigid seat showed bigger values in the two biodynamical characteristics than the average thigh contact. The bigger apparent mass and apparent eccentric mass in the seating posture of the supported thigh contact can be assumed more strengthened muscle at the frequency range.

• Journal of Korea Multimedia Society
• /
• v.5 no.2
• /
• pp.215-221
• /
• 2002

In high speed optical disc devices, the vibration caused by unbalanced displacement leads the focus and tracking servo systems to be unstable, and increases the data search time. In this paper, we propose a new scheme to solve the unbalanced displacement problem. The proposed method detects the unbalanced rate by differential amplifying optical power received at photo diode and converts it into an electrical signal. controlling the speed of spindle motor, according to the detected unbalanced rate, makes it possible to improve the performance of tracking and data searching tasks. Also, we analyze the dynamic characteristics of focus and tracking servo systems in high speed mode and provide the firmware and hardware architecture that the proposed method can be installed as an add-on- module in the existing system.

• Journal of the Korea Concrete Institute
• /
• v.14 no.4
• /
• pp.530-539
• /
• 2002

In designing the boundary confinement of shear walls, the current design provisions and recommendations are empirical and prescriptive; they specify a certain confinement length and details, regardless of the actual requirement of ductility Therefore, they are inappropriate to the performance based-design. The purpose of the present study is to develop a ductility design method that Is applicable to the performance based-design of shear wall. For the purpose, experimental studies were performed to investigate variations in the ductility of shear walls with the length of the boundary confinement. Five specimens modeling the compressive zone of cross sections with different confinement area were tested against eccentric vertical load. Through the experimental studies, strength, ductility, and failure mode of the compression zone were investigated. In addition, nonlinear numerical analyses for the overall cross-sections of shear wall were performed to investigate variations of the stress and strain profiles with the length of compression zone. On the basis of the experimental and numerical studies, a ductility design method for shear wall was developed. By using the proposed design method, for a given ductility demand, the area of lateral confinement and corresponding reinforcement ratio can be precisely determined so that the ductile behavior and economical design are assured.