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Showing 1 to 20 of 25 for “"Cable-stayed Bridge"”.

  1. Optimal designs for cable-stayed bridge

    Thesis (M.S.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 1996.

    mit Repository record for Optimal designs for cable-stayed bridge (opens in a new tab)

  2. Structural aspects of cable-stayed bridge design.

    Thesis. 1975. M.S.--Massachusetts Institute of Technology. Dept. of Civil Engineering.

    mit Repository record for Structural aspects of cable-stayed bridge design. (opens in a new tab)

  3. Active Control of a Cable -Stayed Bridge Against Earthquake Excitations

    The performance of the LQG- and H2-based controllers was less than satisfactory, in the sense that the performance was not as good for the evaluation model as it was for the design model. The controller designed with mu-tools, on the other hand, was robust, and the resulting evaluation criteria …

    uiuc Repository record for Active Control of a Cable -Stayed Bridge Against Earthquake Excitations (opens in a new tab)

  4. The structural behavior of a counter weighted cable stayed bridge

    Thesis (M.Eng.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, June 2002.

    mit Repository record for The structural behavior of a counter weighted cable stayed bridge (opens in a new tab)

  5. Dynamic analysis and active control of two cable-stayed bridge

    … the transient and steady state response of a two cable-stayed bridge has been investigated. The bridge has been modeled as a two degree freedom system in bending and torsion, excited by both buffeting and self-excited loads. The existing suspension cables have been used as active tendons by which …

    vt Repository record for Dynamic analysis and active control of two cable-stayed bridge (opens in a new tab)

  6. Static and Dynamic Analyses of a Long-Span Cable-Stayed Bridge with Corroded Cables

    … and dynamic behavior of the Stonecutters Cable-Stayed Bridge, which is the third longest cable-stayed bridge in the world, when a group of 8 cables is damaged by corrosion. In this thesis, the reduction in cable cross-section area is used to simulate the corrosion level. The corroded …

    ottawa-retro Repository record for Static and Dynamic Analyses of a Long-Span Cable-Stayed Bridge with Corroded Cables (opens in a new tab)

  7. Valuable bridges : cable-stayed bridges and value engineering in American civil engineering culture, 1969-1979

    A history and theory of cable-stayed bridges in the context of a cultural discourse on civil construction projects' value, this thesis studies the significance of cable-stayed bridge designs to 'value engineering' objectives for major highway bridge projects of the 1970s. This study of preliminary …

    mit Repository record for Valuable bridges : cable-stayed bridges and value engineering in American civil engineering culture, 1969-1979 (opens in a new tab)

  8. Time-dependent analysis of cable-stayed bridges

    Cable-stayed bridges are constructed using the cantilever method of construction and generally take a long time to build. In a concrete cable-stayed bridge, concrete properties change with time causing a change in the position of the neutral axis. In different parts of a concrete bridge creep and …

    uiuc Repository record for Time-dependent analysis of cable-stayed bridges (opens in a new tab)

  9. Wind effect on long span bridge

    … different types of reactions of long span bridge under wind load, such as vortex shedding, flutter and buffeting. Since all of these conditions have the chance to damage bridge structure, we calculate the particular wind speed and magnitude that will maximize the reaction. To check if the …

    mit Repository record for Wind effect on long span bridge (opens in a new tab)

  10. Design optimization of cable-stayed bridges

    … thesis is to achieve a basic understanding of cable-stayed systems. Issues to be treated are the diachronic evolution of cable-stayed bridges, including the advantages, the limitations and the basic design concepts of these indeterminate systems. During this project, the design of typical …

    mit Repository record for Design optimization of cable-stayed bridges (opens in a new tab)

  11. Modeling Vortex -Induced Vibration of Long -Span Bridges

    … of non-circular sections representative of bridge decks. Wind tunnel experiments of six spring-mounted rigid section models were performed in order to further advance the understanding of the mechanism of vortex-induced vibration of non-circular sections. A practical semi-empirical model …

    uiuc Repository record for Modeling Vortex -Induced Vibration of Long -Span Bridges (opens in a new tab)

  12. Solar energy harvesting and software enhancements for autonomous wireless smart sensor networks

    … monitor the performance of buildings and bridges to improve maintenance practices, minimize the costs of repair, and improve public safety through a process called structural health monitoring (SHM). WSSs, traditionally powered by batteries, are limited in the length of time they can …

    uiuc Repository record for Solar energy harvesting and software enhancements for autonomous wireless smart sensor networks (opens in a new tab)

  13. Flexible Smart Sensor Framework for Autonomous Full-Scale Structural Health Monitoring

    … sensing or decentralized modal analysis. A cable-stayed bridge in South Korea serves as one of the test beds for this effort, both informing and driving system development. This research has resulted in the first autonomous, full-scale implementation of a wireless smart sensor network for …

    uiuc Repository record for Flexible Smart Sensor Framework for Autonomous Full-Scale Structural Health Monitoring (opens in a new tab)

  14. Bayesian-based Finite Element Model Updating, Damage Detection, and Uncertainty Quantification for Cable-stayed Bridges

    Long-span bridges are important components of civil infrastructure systems because they are vital links in transportation systems. Therefore, as bridge systems age, understanding the safety and serviceability performance of structural components of these systems through structural health monitoring …

    ku Repository record for Bayesian-based Finite Element Model Updating, Damage Detection, and Uncertainty Quantification for Cable-stayed Bridges (opens in a new tab)

  15. Adaptive data analysis for damage detection and system identification in civil infrastructure

    … the measured dynamic responses of a 1/20-scale cable-stayed bridge model tested on four shake tables and evaluate the progression of damage under increasing earthquake loads"--Abstract, page iii.

    must-thes Repository record for Adaptive data analysis for damage detection and system identification in civil infrastructure (opens in a new tab)

  16. Decentralized identification and multimetric monitoring of civil infrastructure using smart sensors

    … of Illinois at Urbana-Champaign and the Jindo Bridge, a 484 meter-long cable-stayed bridge located in South Korea. This research provides a strong foundation on which to further develop long-term monitoring employing a dense array of smart sensors. The software developed in this research is …

    uiuc Repository record for Decentralized identification and multimetric monitoring of civil infrastructure using smart sensors (opens in a new tab)

  17. Optimization of Cable-stayed Bridges at the Conceptual Design Stage

    Conceptual design of cable-stayed bridges, which defines the structure’s geometry and typology in the early stages of design, has significant influence on the structure’s efficiency, cost, aesthetics, and constructability. However, conventional design approaches for bridge design places greater …

    mit Repository record for Optimization of Cable-stayed Bridges at the Conceptual Design Stage (opens in a new tab)

  18. Static and dynamic characterization of tied arch bridges

    <p>"Tied arch bridges have been designed and constructed since the late 19th century. With their open vista owing to minimalist features tied arch bridges continue to appeal the public. Tied arch bridges are both aesthetic and economical alternates to long span bridges holding a place in the …

    must-thes Repository record for Static and dynamic characterization of tied arch bridges (opens in a new tab)

  19. A service-oriented architecture for dynamic macroprogramming of sensor networks

    … structural health monitoring (SHM) sensors on a cable-stayed bridge in Jindo, South Korea. The software resulting from this work, which integrates the service-oriented application development framework with a suite of domain services and comprehensive applications for SHM, has been released as …

    uiuc Repository record for A service-oriented architecture for dynamic macroprogramming of sensor networks (opens in a new tab)

  20. Dynamic behaviour of curved cable-stayed bridges

    During the last decades, curved cable-stayed bridges have been regularly accepted due to their ability to cross long spans, for aesthetic reasons because of their enhanced geometric configurations and to the reduced costs involved in the bridge and roof construction. However, such structures are …

    cagliari Repository record for Dynamic behaviour of curved cable-stayed bridges (opens in a new tab)

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