Zhang, 2011 - Google Patents
Investigation on the wind-induced instability of long-span suspension bridges with 3D cable systemZhang, 2011
- Document ID
- 10162337457154239417
- Author
- Zhang X
- Publication year
- Publication venue
- Wind & structures
External Links
Snippet
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 …
- 239000000725 suspension 0 title abstract description 16
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| Yi et al. | Wavelet based multi-step filtering method for bridge health monitoring using GPS and accelerometer | |
| Li et al. | Wind-rain-induced vibration test and analytical method of high-voltage transmission tower | |
| Li et al. | Wind-tunnel study of wake galloping of parallel cables on cable-stayed bridges and its suppression | |
| Edalati et al. | Numerical study on the performance of corrugated steel shear walls | |
| Ghodrati Amiri et al. | Damage detection in plates based on pattern search and genetic algorithms | |
| Kame et al. | Pullout capacity of vertical plate anchors in cohesion-less soil | |
| Yang et al. | Limit analysis of rectangular cavity subjected to seepage forces based on Hoek-Brown failure criterion | |
| Sun et al. | Investigation on vortex-induced vibration of a suspension bridge using section and full aeroelastic wind tunnel tests | |
| Xie et al. | HFFB technique and its validation studies | |
| Sun et al. | A numerical solution to fluid-structure interaction of membrane structures under wind action | |
| Sun et al. | Power series solution of circular membrane under uniformly distributed loads: Investigation into Hencky transformation | |
| Huang et al. | Power spectra of wind forces on a high-rise building with section varying along height | |
| Li et al. | Structural analysis and optimization of large cooling tower subjected to wind loads based on the iteration of pressure | |
| Zhang | Investigation on the wind-induced instability of long-span suspension bridges with 3D cable system | |
| Li et al. | Aerostatic and buffeting response characteristics of catwalk in a long-span suspension bridge | |
| Lipecki et al. | Vortex excitation model. Part I. mathematical description and numerical implementation | |
| Zhang | Investigation on mechanics performance of cable-stayed-suspension hybrid bridges | |
| Xu et al. | The inertial coefficient for fluctuating flow through a dominant opening in a building | |
| Jafari et al. | Local buckling of thin and moderately thick variable thickness viscoelastic composite plates | |
| Chen et al. | An elastoplastic model for structured clays | |
| Awad | Optimization of a sandwich beam design: analytical and numerical solutions | |
| Ding et al. | Statistical characteristics of sustained wind environment for a long-span bridge based on long-term field measurement data | |
| Kutyłowski et al. | The use of topology optimization in the design of truss and frame bridge girders | |
| Zhang | Study of structural parameters on the aerodynamic stability of three-tower suspension bridge | |
| Lee et al. | Structural design using topology and shape optimization |