• Title/Summary/Keyword: 시간안정성해석

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Study of Design Flood Hydrograph for Seepage Analyses through Levees (하천제방의 침투해석을 위한 무차원 설계홍수파형에 관한 연구)

  • Jeon, Se-Jin;Kwon, Kyung-Jun;Ahn, Won-Sik
    • Proceedings of the Korea Water Resources Association Conference
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    • 2009.05a
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    • pp.220-224
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    • 2009
  • 제방을 설계하거나 기존제방의 안정성검토를 위해서는 제방의 침투해석이 필요하며, 외국에서와 같이 대규모하천이 대부분인 곳에서는 댐에서와 같이 정상침투해석을 하고 있으나 우리나라와 일본하천의 경우는 홍수지속시간이 짧아 설계홍수파형을 정상상태로 해석할 경우에는 과대한 외력을 주게되므로 시간에 따른 수위변화를 고려한 비정상 침투해석을 하여야한다. 이 경우 하천수위에 대한 홍수파형이 필요하나 국내에서는 명확한 기준이 없어 설계시 어려움이 많았다. 본 연구에서는 부정류 침투해석에 사용되는 설계홍수파형을 유도하기 위하여 수위자료가 양호한 낙동강 수계 진동 등 5개 수위관측지점의 과거 주요홍수에 대해 지속시간별 홍수위를 조사하여 무차원화시킨 후 통계적 확률적 처리를 통하여 설계홍수파형을 작성하였다. 작성된 홍수파형의 적정성은 과거 발생한 원홍수사상과 금회 유도한 설계홍수파형을 이용하여 침투해석을 시행하고 적정성을 분석하였다. 동수경사법과 한계유속법에서 오차는 각각 진동 0${\sim}$1.0%, 0.9${\sim}$1.1%, 현풍 1.6${\sim}$4.0%, 1.7${\sim}$4.1%, 왜관 0.6${\sim}$3.6%, 0.6${\sim}$3.7%, 낙동 2.0${\sim}$8.1%, 2.0${\sim}$8.1%, 정암 1.2${\sim}$9.8, 1.3${\sim}$9.9%로 나타났다. 상관성 ($R^2$)은 동수경사 0.983${\sim}$0.999, 한계유속 0.983${\sim}$0.999 정도로 매우 상관성이 높게 나타나 실무에 적용이 가능한 것으로 판단된다.

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Non-linear Shimmy Analysis of a Nose Landing Gear with Friction (마찰을 고려한 노즈 랜딩기어의 비선형 쉬미 해석)

  • Yi, Mi-Seon;Bae, Jae-Sung;Hwang, Jae-Hyuk
    • Journal of the Korean Society for Aeronautical & Space Sciences
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    • v.39 no.7
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    • pp.605-611
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    • 2011
  • Shimmy is a self-excited vibration in lateral and torsional directions of a landing gear during either the take-off or landing. It is caused by a couple of conditions such as a low torsional stiffness of the strut, a free-play in the landing gear, a wheel imbalance, or worn parts, and it may make the aircraft unstable. This study was performed for an analysis of the shimmy stability on a small aircraft. A nose landing gear was modeled as a linear system and characterized by state-equations which were used to analyze the stability both in the frequency and time-domain for predicting whether the shimmy occurs and investigating a good design range of the important parameters. The root-locus method and the 4th Runge-Kutta method were used for each analysis. Because the present system has a simple mechanism using a friction to reinforce the stability, the friction, a non-linear factor, was linearized by a describing function and considered in the analysis and observed the result of the instability reduction.

The Effect of Wind Force on Stability of Agricultural Structures - Numerical Calculation of Wind Pressure Coefficients - (풍하중이 농업시설물의 구조적 안정성에 미치는 영향 - 수치해석에 의한 풍력계수분포 산정 -)

  • 최홍림;손정익;이석건
    • Proceedings of the Korean Society for Bio-Environment Control Conference
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    • 1994.05a
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    • pp.104-107
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    • 1994
  • 일반적으로 풍력계수의 산정방법은 풍동실험에 의한 실측방법과 수치해석에 의한 예측방법 등이 있다. 풍동실험은 보다 정확하고 다양한 실험자료를 얻을 수 있는 반면, 풍동을 설치하기 위한 초기시설비가 너무 높고, 농업시설과 같이 다양한 형태를 위해서 장치를 변형할 경우 변형비용과 시간이 너무 많이 드는 단점이 있다. 수치해석은 풍동에 의한 분석의 단점인 변형비용과 시간은 경계조건의 변형과 빠른 자료처리 능력의 컴퓨터로 해결할 수 있으나 자칫 부정확한 입력자료나 정도가 낮은 scheme의 적용으로 인하여 실제 풍하중의 영향을 유도시키는 위험성도 많다. (중략)

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An Analysis of Running Stability of 1/5 Small Scaled Bogie on Small-Scaled Derailment Simulator (소형탈선시뮬레이터상에서의 1/5 축소대차 주행안정성 해석)

  • Eom, Beom-Gyu;Kang, Bu-Byoung;Lee, Hi-Sung;Song, Moon-Shuk
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.36 no.11
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    • pp.1413-1420
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    • 2012
  • To predict the dynamics behavior, running stability, etc. of a railway vehicle and to understand its physical characteristics, analytical methods are used for the testing and manufacturing of a scale model along with numerical simulations in developed countries (England, France, Japan, etc.). The test of the dynamics characteristics of full-scale models is problematic in that it is expensive and time-consuming because an entire large-scale test plant needs to be constructed, difficulties are involved in the test configuration, etc. To overcome these problems, an analytical study involving dynamics tests and computer simulations using a scaled bogie model that applies the laws of similarity was carried out. In this study, we performed stability analysis on a 1/5 small scaled bogie for parameters such as the running speed and carbody weight by using an analysis model. Furthermore, we verified the reliability by using a small-scaled derailment simulator and examined the dynamic characteristic of the 1/5 small scaled bogie.

H Fuzzy Control for Discrete-Time Nonlinear Markovian Jump Systems with Time Delay (시간지연을 갖는 이산 비선형 마코비안 점프 시스템의 H 퍼지 제어)

  • Lee, Kap-Rai;Lee, Kyung-Hee
    • Journal of the Korean Institute of Intelligent Systems
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    • v.19 no.6
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    • pp.779-786
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    • 2009
  • This paper deals with $H_{\infty}$ fuzzy control problem of discrete-time nonlinear Markovian jump systems with time delay. The Takgi and Sugeno fuzzy model is employed to represent a delayed nonlinear system that possesses Markovian jump parameters. A stochastic mode dependent Lyapunov function is employed to analyze the stability and $H_{\infty}$ disturbance attenuation performance of the Markovian jump fuzzy system with time delay. Stochastic Lyapunov function is dependent on the operation modes of the system. A sufficient condition for the existence of fuzzy $H_{\infty}$ controller are given in terms of matrix inequalities. Also numerical example is presented to illustrate the efficient of the proposed design methods.

Analytical Verification of Seismic Reinforcement Effect of Port Breakwater during Earthquake (지진시 항만 방파제의 내진보강 성능에 관한 해석적 검증)

  • Yihyuk Kwon;Hyeok Seo;Daehyeon Kim
    • The Journal of Engineering Geology
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    • v.33 no.4
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    • pp.657-671
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    • 2023
  • As large-scale earthquakes have occurred in Korea and their aftermath continues to be felt, laws and regulations on seismic design have been emphasized, and in Korea, the seismic design standards have been newly revised after the Gyeongju earthquake. In the revised seismic design standards, a stability review for the destruction of the support activity of the breakwater was newly added. Therefore, in this study, we conducted a stability analysis on the seismic reinforcement method for the study site, and checked the ground acceleration of the subgrade and the displacement of the structure over time. As a result of the stability analysis, the safety factor increased by at least 0.5 and up to 1.7. As a result of the time history analysis, the displacement of the superstructure decreased by up to 290 mm and down to 12 mm in both the shallow and deep sections before and after reinforcement, and the ground acceleration decreased by up to 5.33 m/s and down to 0.31 m/s after reinforcement.

Analysis of filament Wounded Composite Rocket Motor (필라멘트 와인딩 복합재료 연소관의 구조적 안정성 연구)

  • Lee Yoon-kyu;Kwon Tae-hoon;Lee Won-bok
    • Proceedings of the Korean Society of Propulsion Engineers Conference
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    • 2004.10a
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    • pp.278-281
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    • 2004
  • The purpose of this paper is to show a reliable analytical method to predict the deflections of F/W Composite Motor Case. Structural analysis and testing of a Carbon/Epoxy Composites Motor Case for Pressure Loadings were performed. This paper presents the development of 3-D layered axi-symmetric solid element for finite element analysis. Finite element analyses were preformed considering fiber angle variation in longitudinal and thickness direction by ANSYS. The analytical results agree well with experimental results.

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Modeling and Design of Average Current Mode Control (평균전류모드제어를 이용하는 컨버터의 모델링 및 설계)

  • Jung Young-Seok
    • The Transactions of the Korean Institute of Power Electronics
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    • v.10 no.4
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    • pp.347-355
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    • 2005
  • In this paper, a new continuous~time small signal model of an average current mode control is proposed. Sampling effect Is considered to obtain the proposed small signal model. By the proposed model, the high frequency response characteristics of current loop gain might be predicted accurately compared to previous models. And this leads the prediction of inductor current response of the proposed model to be accurate compared to others. In order to show the usefulness of the proposed model, prediction results of the proposed model are compared to those of the circuit level simulator, PSIM and experiment.

Evaluation of Stability of Slope with Granite Weathered Soil considering Rainfall Events (강우사상을 고려한 화강풍화토 비탈면의 안정성 평가)

  • Kim, Gyu-Hyeong;Hwang, Eui-Pil;Lee, Kang-Il
    • Journal of the Society of Disaster Information
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    • v.14 no.4
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    • pp.421-429
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    • 2018
  • Purpose: This study conducted a slope stability study considering changes in the ground water level due to rain phenomena and the duration of rainfall, that is for the purpose of analyzing the stability of the slope surface of the cut section, seepage numerical analysis is performed by height of slope and rainfall accident, and the characteristics of rainfall was applied reasonably in order to determine the slope change during rain by analyzing rainfall and rainfall pattern due to climate change. Results: As a result of numerical analysis of stability for slope composed of the granite weathered soils according to the characteristics of rainfall(Uniform Rainfall, US Army Corps., Huff's method - 1/4, 4/4), Conclusion: The higher the slope, the smaller the safety factor of the slope, the smaller the elevation of the ground water level as the rainwater seepage does not reach the underground water level. In addition, the ground water level was assessed to be rose significantly in condition of case 3 Huff's method - 1/4, rain pattern with the largest initial rainfall duration, and the safety factor was analyzed to be small.

Dynamic Response Analysis of Nonlinear Sloshing in Two Dimensional Rectangular Tank using Finite Element Method (유한요소법을 이용한 2차원 사각탱크내 비선형 슬로싱 동응답 해석)

  • 조진래;이홍우;하세윤;박태학;이우용
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.16 no.1
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    • pp.33-42
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    • 2003
  • This paper deals with the FEM analysis of nonlinear sloshing of incompressible, invicid and irrotational flow in two dimensional rectangular tank. We use laplace equation based on potential theory as governing equation. For large amplitude sloshing motion, kinematic and dynamic free surface conditions derived from Bernoulli equation are applied. This problem is solved by FEM using 9-node elements. For the time integration and accurate velocity calculation, we introduce predictor-corrector time marching scheme and least square method. Also, numerical stability in tracking of free surface is obtained by direct calculation of free surface location to time variation. Numerical results of sloshing induced by harmonic excitations, while comparing with those of linear theory and references, prove the accuracy and stability. After verification of our program, we analyze sloshing response characteristics to the fluid height and the excitation amplitude.