𝔖 Bobbio Scriptorium
✦   LIBER   ✦

RELIABILITY ANALYSIS OF SUSPENSION BRIDGES AGAINST FLUTTER

✍ Scribed by S. POURZEYNALI; T.K. DATTA


Publisher
Elsevier Science
Year
2002
Tongue
English
Weight
246 KB
Volume
254
Category
Article
ISSN
0022-460X

No coin nor oath required. For personal study only.

✦ Synopsis


A reliability analysis of suspension bridges against #utter failure is presented using the basic theory of reliability. For the purpose of analysis, uncertainties considered are those arising from the variations in geometric and mechanical properties of bridge, modelling, damping and experimentally obtained #utter derivatives. These uncertainties are incorporated by multiplying the computed #utter wind speed with a number of independent factors, which are considered as random variables. Each factor is assumed to follow log-normal distribution. The wind environment at the site, which may cause #utter failure, is considered as the other uncertainty necessary for computing the reliability against #utter failure. The #utter wind speed for the bridge is determined using a "nite element approach and a multimode analysis. The e!ect of some important parameters such as the mean wind speed at the site, coe$cients of variation of the multiplying factors associated with damping, modelling and #utter derivatives on the reliability estimates is investigated. The results of the study show that the reliability against #utter failure is sensitive to the variation of the above parameters.


πŸ“œ SIMILAR VOLUMES


TORSIONAL VIBRATION ANALYSIS OF SUSPENSI
✍ T. Hayashikawa πŸ“‚ Article πŸ“… 1997 πŸ› Elsevier Science 🌐 English βš– 207 KB

An analytical method for determining natural frequencies and mode shapes of torsional vibration of suspension bridges is developed by using the linearized deflection theory. This method takes into account the effect of gravitational stiffness due to dead loads of the stiffening girders, and its effe

TIME–FREQUENCY ANALYSIS OF A SUSPENSION
✍ L. XU; J.J. GUO; J.J. JIANG πŸ“‚ Article πŸ“… 2002 πŸ› Elsevier Science 🌐 English βš– 171 KB

This paper describes the results obtained from full-scale measurements of Humen bridge, which is the second longest suspension bridge in China. A real-time kinematic (RTK) global positioning system (GPS) has been developed and installed on the Humen bridge for on-line monitoring of bridge deck movem

TIME DOMAIN BUFFETING ANALYSIS OF SUSPEN
✍ Q. DING; P.K.K. LEE; S.H. LO πŸ“‚ Article πŸ“… 2000 πŸ› Elsevier Science 🌐 English βš– 219 KB

Suspension bridges are long-span #exible structures susceptible to various types of wind-induced vibrations such as bu!eting actions. In this paper, a three-dimensional "nite element model formulated to deal with suspension bridges under turbulent wind with e!ective attack angle is presented. In thi