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Showing 1 to 17 of 17 for “"Cable-stayed Bridges"”.

  1. Maintenance of cable-stayed bridges

    Thesis (M.Eng.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 2000.

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

  2. Structural behaviour of cable-stayed bridges

    Thesis (M.Eng.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 2000.

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

  3. 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)

  4. 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)

  5. 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)

  6. Motion based design of cable-stayed bridges

    Thesis (M.S.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 1998.

    mit Repository record for Motion based design of cable-stayed bridges (opens in a new tab)

  7. 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)

  8. Seismic behaviour of cable-stayed bridges : design, analysis and seismic devices

    The social and economical importance of long-span bridges is extremely large; cablestayed bridges currently span distances ranging from 200 to even more than 1000 m, representing key points along infrastructure networks and requiring an outstanding knowledge of their seismic response. The objective …

    upm Repository record for Seismic behaviour of cable-stayed bridges : design, analysis and seismic devices (opens in a new tab)

  9. 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)

  10. 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)

  11. Long term behavior of cable strayed bridges

    … for highly indeterminate structures like cable stayed bridges where the stresses are related to the geometric configuration of the structure itself. In concrete cable stayed bridges, in fact, the increase in the deformation of the deck and the pylons over time leads to a decrease in the …

    mit Repository record for Long term behavior of cable strayed bridges (opens in a new tab)

  12. Design of a cable-stayed precast post-tensioned box girder bridge

    An overview of current practice in the field of cable-stayed post-tensioned precast box girder technology and construction is presented. Likewise, a preliminary design for a 600 foot main span cable-stayed post-tensioned box girder bridge is presented. The analysis considers dead load, and live …

    vt Repository record for Design of a cable-stayed precast post-tensioned box girder bridge (opens in a new tab)

  13. Experimental and CFD Study of Wind-Induced Response for Bridge Cables with Ice accretion

    Cable-stayed bridges are massive structures which rely on their structural elements such as deck girder, towers and stay-cables for their stability. The bridge stay-cables can be considered as the most flexible elements of the cable-stayed bridges, and thus their structural stability integrity is …

    ottawa-retro Repository record for Experimental and CFD Study of Wind-Induced Response for Bridge Cables with Ice accretion (opens in a new tab)

  14. 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)

  15. 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)

  16. Wind-induced dynamic response of bridges

    … constant drive for longer spans in suspension or cable-stayed bridges forces designers to give even more care to wind load. The Golden Gate Bridge (1280 m, San Francisco, built in 1937), which held the record for the longest span for 27 years, is now a distant 7th to the Akashi-Kaikyo (1991 m, …

    mit Repository record for Wind-induced dynamic response of bridges (opens in a new tab)

  17. COMPUTATIONAL FLUID DYNAMICS SIMULATION OF RAIN-WIND-INDUCED VIBRATION OF STAY CABLES

    … the rain-wind induced vibration (RWIV) of stay cables in cable-stayed bridges has been investigated extensively by researchers around the world. However, the underlying excitation mechanism is still unclear. Recently, computational fluid dynamics (CFD) simulation has been widely applied in the …

    cuny Repository record for COMPUTATIONAL FLUID DYNAMICS SIMULATION OF RAIN-WIND-INDUCED VIBRATION OF STAY CABLES (opens in a new tab)