• 제목/요약/키워드: parallel bridge

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Vortex induced vibration and flutter instability of two parallel cable-stayed bridges

  • Junruang, Jirawat;Boonyapinyo, Virote
    • Wind and Structures
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    • 제30권6호
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    • pp.633-648
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    • 2020
  • The objective of this work was to investigate the interference effects of two-parallel bridge decks on aerodynamic coefficients, vortex-induced vibration, flutter instability and flutter derivatives. The two bridges have significant difference in cross-sections, dynamic properties, and flutter speeds of each isolate bridge. The aerodynamic static tests and aeroelastic tests were performed in TU-AIT boundary layer wind tunnel in Thammasat University (Thailand) with sectional models in a 1:90 scale. Three configuration cases, including the new bridge stand-alone (case 1), the upstream new bridge and downstream existing bridge (case 2), and the downstream new bridge and the upstream existing bridge (case 3), were selected in this study. The covariance-driven stochastic subspace identification technique (SSI-COV) was applied to identify aerodynamic parameters (i.e., natural frequency, structural damping and state space matrix) of the decks. The results showed that, interference effects of two bridges decks on aerodynamic coefficients result in the slightly reduction of the drag coefficient of case 2 and 3 when compared with case 1. The two parallel configurations of the bridge result in vortex-induced vibrations (VIV) and significantly lower the flutter speed compared with the new bridge alone. The huge torsional motion from upstream new bridge (case 2) generated turbulent wakes flow and resulted in vertical aerodynamic damping H1* of existing bridge becomes zero at wind speed of 72.01 m/s. In this case, the downstream existing bridge was subjected to galloping oscillation induced by the turbulent wake of upstream new bridge. The new bridge also results in significant reduction of the flutter speed of existing bridge from the 128.29 m/s flutter speed of the isolated existing bridge to the 75.35 m/s flutter speed of downstream existing bridge.

동적 전류분담 인덕터를 이용한 ZVT 풀 브리지 컨버터의 병렬 운전 (The Parallel Operation of ZVT-Full Bridge Converter with Dynamic Current Shared Inductor)

  • 김용
    • 조명전기설비학회논문지
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    • 제16권4호
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    • pp.15-21
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    • 2002
  • 본 논문에서는 동적 전류분담 인덕터를 이용한 ZVT 풀 브리지 DC/DC 컨버터의 병렬운전 특성을 해석하였다. 기존의 경우 CT(Current Transformer)를 사용하여 각 단위 컨버터 전류의 크기를 감지하여, 제어회로에서 각 컨버터에 균등한 전류 배분을 하는 방법을 사용하였으나, 본 연구에서는 동적 전류분담 인덕터를 사용함으로써 병렬운전하는 두 대의 풀 브리지 컨버터의 전류분배를 위한 제어회로를 비교적 단순하게 하였다. 동시에 ZVT회로를 이용하여 컨버터의 효율을 향상시켰으며 스위칭소자로서 IGBT를 사용하여 2[㎾]급 시작품을 제작, 50[KHz]에서 실험하였다.

Wind-tunnel study of wake galloping of parallel cables on cable-stayed bridges and its suppression

  • Li, Yongle;Wu, Mengxue;Chen, Xinzhong;Wang, Tao;Liao, Haili
    • Wind and Structures
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    • 제16권3호
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    • pp.249-261
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    • 2013
  • Flexible stay cables on cable-stayed bridges are three-dimensional. They sag and flex in the complex wind environment, which is a different situation to ideal rigid cylinders in two-dimensional wind flow. Aerodynamic interference and the response characteristics of wake galloping of full-scale parallel cables are potentially different due to three-dimensional flows around cables. This study presents a comprehensive wind tunnel investigation of wake galloping of parallel stay cables using three-dimensional aeroelastic cable models. The wind tunnel study focuses on the large spacing instability range, addressing the effects of cable separation, wind yaw angle, and wind angle of attack on wake galloping response. To investigate the effectiveness of vibration suppression measures, wind tunnel studies on the transversely connected cable systems for two types of connections (flexibility and rigidity) at two positions (mid-span and quarter-span) were also conducted. This experimental study provides useful insights for better understanding the characteristics of wake galloping that will help in establishing a guideline for the wind-resistant design of the cable system on cable-stayed bridges.

ZVT 풀 브리지 DC/DC 컨버터의 병렬 운전 및 제어기 설계에 관한 연구 (A Study on the Parallel Operation and Control Loop Design of ZVT-Full Bridge DC/DC Converter)

  • 배진용;김용;윤석호;장성원;이규훈
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 2001년도 춘계학술대회 논문집 전기기기 및 에너지변환시스템부문
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    • pp.324-328
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    • 2001
  • This paper presents parallel operation and control loop design of ZVT(Zero Voltage Transition) Full Bridge DC/DC Converter. At parallel operation of ZVT Full Bridge Converter, dynamic current shared inductor devides the same current of unit converter and ZVT circuit and aids to high efficiency in the system. Base on the modeling of ZVT. Full Bridge Converter, the control loop is designed using a simple two-pole, one-zero compensation circuit. To show the validity of the design procedures, the small signal analysis of the closed loop system and open loop system is carried out and the superiority of the dynamic characteristics is verified through the experiment with a 2kW, 50kHz prototype converter.

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EXISTENCE OF THE POSITIVE SOLUTION FOR THE NONLINEAR SYSTEM OF SUSPENSION BRIDGE EQUATIONS

  • Jung, Tacksun;Choi, Q-Heung
    • 충청수학회지
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    • 제21권3호
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    • pp.339-345
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    • 2008
  • We prove the existence of the positive solution for the nonlinear system of suspension bridge equations with Dirichlet boundary condition and periodic condition $$\{u_{tt}+u_{xxxx}+av^+=1+{\epsilon}_1h_1(x,t)\text{ in }(-\frac{\pi}{2},\frac{\pi}{2}){\times}R,\\v_{tt}+v_{xxxx}+bu^+=1+{\epsilon}_2h_2(x,t)\text{ in }(-\frac{\pi}{2},\frac{\pi}{2}){\times}R,$$ where $u^+={\max}\{u,0\},\;{\epsilon}_1,\;{\epsilon}_2$ are small numbers and $h_1(x,t)$, $h_2(x,t)$ are bounded, ${\pi}$-periodic in t and even in x and t and ${\parallel}h_1{\parallel}={\parallel}h_2{\parallel}=1$.

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UNIQUE POSITIVE SOLUTION FOR A CLASS OF THE SYSTEM OF THE NONLINEAR SUSPENSION BRIDGE EQUATIONS

  • Jung, Tacksun;Choi, Q-Heung
    • Korean Journal of Mathematics
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    • 제16권3호
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    • pp.355-362
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    • 2008
  • We prove the existence of a unique positive solution for a class of systems of the following nonlinear suspension bridge equation with Dirichlet boundary conditions and periodic conditions $$\{{u_{tt}+u_{xxxx}+\frac{1}{4}u_{ttxx}+av^+={\phi}_{00}+{\epsilon}_1h_1(x,t)\;\;in\;(-\frac{\pi}{2},\frac{\pi}{2}){\times}R,\\{v_{tt}+v_{xxxx}+\frac{1}{4}u_{ttxx}+bu^+={\phi}_{00}+{\epsilon}_2h_2(x,t)\;\;in\;(-\frac{\pi}{2},\frac{\pi}{2}){\times}R,$$ where $u^+={\max}\{u,0\},\;{\epsilon}_1,\;{\epsilon}_2$ are small number and $h_1(x,t)$, $h_2(x,t)$ are bounded, ${\pi}$-periodic in t and even in x and t and ${\parallel} h_1{\parallel}={\parallel} h_2{\parallel}=1$. We first show that the system has a positive solution, and then prove the uniqueness by the contraction mapping principle on a Banach space

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Investigation on the wind-induced instability of long-span suspension bridges with 3D cable system

  • Zhang, Xin-Jun
    • Wind and Structures
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    • 제14권3호
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    • pp.209-220
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    • 2011
  • The cable system is generally considered to be a structural solution to increase the spanning capacity of suspension bridges. In this work, based on the Runyang Bridge over the Yangtze River, three case suspension bridges with different 3D cable systems are designed, structural dynamic characteristics, the aerostatic and aerodynamic stability are investigated numerically by 3D nonlinear aerostatic and aerodynamic analysis, and the cable system favorable to improve the wind-induced instability of long-span suspension bridges is also proposed. The results show that as compared to the example bridge with parallel cable system, the suspension bridge with inward-inclined cable system has greater lateral bending and tensional frequencies, and also better aerodynamic stability; as for the suspension bridge with outward-inclined cable system, it has less lateral bending and tensional frequencies, and but better aerostatic stability; however the suspension bridge is more prone to aerodynamic instability, and therefore considering the whole wind-induced instability, the parallel and inward-inclined cable systems are both favorable for long-span suspension bridges.

화재에 노출된 교량하부 강합성 구조물에 대한 열-구조 연성 병렬화재해석 (Thermal-Structure Interaction Parallel Fire Analysis for Steel-Concrete Composite Structures under Bridge Exposed to Fire Loading)

  • 윤성환;길흥배;이일근;김우석;박대효
    • 한국전산구조공학회논문집
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    • 제26권4호
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    • pp.283-292
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    • 2013
  • 본 논문은 교량 하부에서 발생된 화재에 대한 강-콘크리트 합성구조의 전반적 국부적 손상평가를 위한 수치해석적 연구이다. 수치해석의 정확성 및 효율성을 높이기 위해 구성재료의 과도 비선형 열적 열역학적 특성이 고려된 열-구조 연성병렬 화재해석 기법이 제안되고, ANSYS solver와 연결되어 해석이 수행되며, 표준화재시험과 비교 검증된다. 검증된 해석기법을 통해 국내에서 발생된 부천고가교 합성구조에 대한 화재손상해석이 수행된다. 해석결과 강박스 거더의 하부 플랜지 및 복부의 경우 임계온도를 초과하였고 구조적 처짐과 변형 형상이 화재사고 결과와 비교적 잘 일치하였다.

동적 전류분담 인덕터를 적용한 ZVT 풀 브리지 컨버터의 병렬 운전 (The Parallel Operation of ZVT-Full Bridge Converter with Dynamic Current Shared Inductor)

  • 배진용;김용;백수현;권순도;이규훈;김철진
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 2001년도 하계학술대회 논문집 B
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    • pp.942-945
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    • 2001
  • This paper presents parallel operation of ZVT(Zero Voltage Transition) Full Bridge Converter with Dynamic Current Shared Inductor. In the conventional method, CT(Current Transformer) have been used to share the load current equally with converters. In this system, at parallel operation of ZVT Full Bridge Converter, dynamic current shared inductor divides the same current of unit converter and ZVT circuit aids to high efficiency. This method which is proposed to compare in the conventional method will do simple control circuit. To show the superiority of this converter is verified through the experiment with a 2kW, 50kHz prototype converter.

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연료전지 발전용 풀-브리지 컨버터의 병렬제어 (A Parallel Control of Full-bridge Converter for Fuel Cell Generation)

  • 나재형;장수진;박찬흥;원충연;이병국
    • 한국조명전기설비학회:학술대회논문집
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    • 한국조명전기설비학회 2007년도 춘계학술대회 논문집
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    • pp.235-240
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    • 2007
  • A large power fuel cell generation system needs a parallel operation of de-de boost converter. Therefore, this paper proposed parallel operation algorithms of de-de boost converters for the large scale fuel cell generation system of 250[kW] and the operating principle along with the control method in detail. This paper uses a maximum current sharing method as a parallel operation method and also the phase shift full bridge de-de converter as a de-de boost converter. Simulation and experimental results on two prototype converter modules of 500W show that the parallel operation method can be applied to the 250[kW] power converter.

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