• Title/Summary/Keyword: static studies

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Impact Factor of High-Speed Railway Bridges from Dynamic Response under KTX Running (고속철도교량의 동적응답에 의한 충격계수 산정)

  • Yoon, Hye-Jin;Chin, Won-Jong;Kwark, Jong-Won;Hwang, Eui-Seung;Kim, Byung-Suk
    • Proceedings of the KSR Conference
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    • 2011.10a
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    • pp.1631-1635
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    • 2011
  • To consider dynamic magnification effect at the static design stage, impact load factor is applied to design load. Current impact load factor adopted EUROCODE without verification while Japan suggested impact load factor including velocity of high-speed train throughout theoretical and experimental studies. On the purpose of evaluate current impact load factor, this study investigated the calculation of impact load factor from dynamic response of running train.

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Evaluation of Impact Factor of High-Speed Railway Bridges from Dynamic Response under KTX Running (고속철도교량의 동적응답에 의한 충격계수 평가)

  • Yoon, Hye-Jin;Chin, Won-Jong;Kwark, Jong-Won;Hwang, Eui-Seung;Kim, Byung-Suk
    • Proceedings of the KSR Conference
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    • 2011.10a
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    • pp.1636-1640
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    • 2011
  • To consider dynamic magnification effect at the static design stage, impact factor is applied to design load. Current impact factor adopted EUROCODE without domestic verification through theoretical and experimental studies. This study evaluated impact factor of railway bridges from dynamic response under KTX running. Moving Average Method was applied to calculate impact factor. Investigation considering different type of bridges and tracks including velocity was conducted.

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Flexural Behaviour of RC Beams with New types of Loop Joints under Cyclic Loading (반복 하중을 받는 신형식 루프 이음 RC보의 휨거동)

  • Ryu Hyung Keun;Shen zhe hao;Joo Bong Chul;Park Seong Ryong
    • Proceedings of the Korea Concrete Institute Conference
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    • 2004.05a
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    • pp.44-47
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    • 2004
  • Since bridge decks have many cyclic loadings by such as moving loads in a whole life, effects of cyclic loading as well as static loading should be considered. Particularly, in a view of serviceability and durability, structural performance by cyclic service loadings is very important. In this paper, experimental studies on flexural behavior of RC beams with new types of loop joints under cyclic loadings were conducted. Then the structural behavior for serviceability and strength were discussed.

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Flexural Behaviour of RC Beams with Loop Joints Under Cyclic Loading (반복 하중을 받는 루프 이음 RC보의 휨거동)

  • Ryu Hyung Keun;Chang Sung Pil;Kim Young Jin;Joo Bong Chul
    • Proceedings of the Korea Concrete Institute Conference
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    • 2004.05a
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    • pp.10-13
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    • 2004
  • Since bridge decks have many cyclic loadings by such as moving loads in a whole life, effects of cyclic loading as well as static loading should be considered. Particularly, in a view of serviceability and durability, structural performance under cyclic service loadings is very important. In this paper, experimental studies on flexural behavior of RC beams with loop joints under cyclic loadings were conducted. Then the structural behavior for serviceability and strength were discussed.

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Identification of Substructural Model using Measured Acceleration (측정가속도를 이용한 부분구조해석 모델의 설정)

  • 오성호;전상현;장정환;신수봉;최광규
    • Proceedings of the Earthquake Engineering Society of Korea Conference
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    • 2001.04a
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    • pp.435-442
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    • 2001
  • A substructural model for a part of a long continuous bridge is identified using measured acceleration at limited locations within the part. Boundary spring constants and structural properties are idenfitied using a system identification method. The proposed method has been examined through simulation studies for static and dynamic responses and the results are discussed in the paper. The method is applied to an actual plate-girder gerber bridge with modal response obtained from a moving truck and construction blasting vibration

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Optimal Frame Size Allocation Scheme for RFID Systems

  • Lim, In-Taek
    • Journal of information and communication convergence engineering
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    • v.6 no.1
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    • pp.24-28
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    • 2008
  • In RFID System, when multiple tags respond simultaneously, a collision can occur. A method that solves this collision is referred to anti-collision algorithm. Among the existing anti-collision algorithms, static framed slot allocation algorithm is very simple. But when the number of tags is variable, its performance degrades because of the fixed frame size. This paper proposes an optimal frame size allocation scheme that determines the frame size. The proposed scheme is based on the number of collision slots at every frame. According to the simulation results, the tag identification time is faster that of SFSA.

Feedback Linearization for the Looper System of Hot Strip Mills

  • Hwang, I-Cheol;Kim, Seong-Bae
    • 제어로봇시스템학회:학술대회논문집
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    • 2002.10a
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    • pp.56.5-56
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    • 2002
  • This paper studies on the feedback linearization of the looper system for hot strip mills, where the looper system plays an important role in regulating the strip tension. Firstly, nonlinear dynamic equations of the looper system are simply introduced. Secondly, using the static feedback linearization algorithm, a linear model of the looper system is obtained, of which usefulness is validated from comparison between the linear model and the nonlinear model, and design of LQI(Linear Ouadratic Integral optimal control) and ILQ (Inverse Linear Quadratic optimal control) looper control systems. In result, it is shown that the linear looper model by the feedback linearization well describes nonlin...

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An Analysis on Angle concepts in mathematics Education (각 개념에 대한 수학교육적 분석)

  • 이종희
    • School Mathematics
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    • v.3 no.1
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    • pp.25-44
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    • 2001
  • The purpose of the study is to investigate multifaced aspects of angle concepts and the developments of angle concept and to examine textbooks in relation to above investigation. In this study, we obtain the following results. First, angle concepts have static and dynamic aspects and develop situated angle concepts, contextual angle concepts, abstract angle concepts, through formal angle concepts. Second, our textbooks emphasize abstract angle concepts and formal angle concepts but lack situated angle concepts and contextual angle concepts.

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Damage Assessment of Structures Using Dynamic Error Response (동적오차응답치를 이용한 구조물의 손상도 추정)

  • 정범석;오병환
    • Proceedings of the Korea Concrete Institute Conference
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    • 1996.10a
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    • pp.486-491
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    • 1996
  • The purpose of present study is to propose a improved damage detection and assessment algorithm that has its basis on the method of system identification. This method allows the use of composite data which is constitute of static displacements and eigenmodes. In the dynamic test, thecurvature and slope of mode shape are introduced to formulate the error responses. The effectiveness of the proposed staristical system identification method is investigated through simulated and experimental studies. Real test data obtained from measurements are used to identify the actual location of damage and to revise the design variables in a concrete structure.

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Analysis of $f_T$ and $f_{max}$ Dependence on Unit Finger Width for RF MOSFETs (RF MOSFET의 단위 Finger 폭에 대한 $f_T$$f_{max}$ 종속성 분석)

  • Cha, Ji-Yong;Cha, Jun-Young;Jung, Dae-Hyoun;Lee, Seong-Hearn
    • Proceedings of the IEEK Conference
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    • 2008.06a
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    • pp.389-390
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    • 2008
  • The dependence of $f_T$ and $f_{max}$ on the unit finger width is measured and analyzed for $0.13{\mu}m$ MOSFETs. The increase of $f_T$ at narrow width is attributed by the parasitic gate-bulk capacitance, and the decrease of $f_T$ at wide width is generated by the reduction of increasing rate of $g_{mo}$. The increase of $f_{max}$ at narrow width is originated from the abrupt reduction of gate resistance due to the non-quasi-static effect. These analysis results will be valuable information for layout optimization to improve $f_T$ and $f_{max}$.

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