𝔖 Bobbio Scriptorium
✦   LIBER   ✦

Probabilistic free vibration and flutter analyses of suspension bridges

✍ Scribed by Jin Cheng; Ru-cheng Xiao


Publisher
Elsevier Science
Year
2005
Tongue
English
Weight
894 KB
Volume
27
Category
Article
ISSN
0141-0296

No coin nor oath required. For personal study only.

✦ Synopsis


A stochastic finite-element-based algorithm for the probabilistic free vibration and flutter analyses of suspension bridges is proposed in this paper through combination of the advantages of the response surface method, finite element method and Monte Carlo simulation. Uncertainties in the structural parameters can be taken into account in this algorithm. The efficiency and accuracy of the proposed algorithm are validated by comparison with results of Monte Carlo simulation. A response surface model consisting of a star experiment design and quadratic polynomial without cross terms is proposed. Deterministic finite element analyses are used to verify the model. The proposed method is applied to the probabilistic free vibration and flutter analyses of a long span suspension bridge.


πŸ“œ SIMILAR VOLUMES


Analysis of nonlinear free vibrations of
✍ Y.A. Rossikhin; M.V. Shitikova πŸ“‚ Article πŸ“… 1995 πŸ› Elsevier Science 🌐 English βš– 683 KB

Nonlinear free vibrations of suspension bridges with a bisymmetrical stiffening girder are investigated by using the method of multiple scales in two cases: when a two-to-one or one-to-one internal resonance takes place. The influence of the initial conditions on the vibrational processes' character

ANALYTICAL AND NUMERICAL STUDY ON FREE V
✍ M.-Y. KIM; S.-D. KWON; N.-I. KIM πŸ“‚ Article πŸ“… 2000 πŸ› Elsevier Science 🌐 English βš– 218 KB

This study develops an analytical and numerical method for free vertical vibration of suspension bridges including shear deformation and rotary inertia. Under the assumption that the vertical displacement of the main cable is identical to that of the sti!ening girder, the di!erential equation of mot

Vibration control of cable-stayed bridge
✍ Schemmann, Armin G.; Smith, H. Allison πŸ“‚ Article πŸ“… 1998 πŸ› John Wiley and Sons 🌐 English βš– 188 KB πŸ‘ 2 views

The objective of this research is to increase the understanding on how the complexities associated with modelling cable-stayed bridges, such as non-linear behaviour and the participation of coupled, high-order vibration modes in the bridge's dynamic response, affect the overall effectiveness of acti

A MESH-FREE METHOD FOR STATIC AND FREE V
✍ G.R. LIU; X.L. CHEN πŸ“‚ Article πŸ“… 2001 πŸ› Elsevier Science 🌐 English βš– 319 KB

A mesh-free method is presented to analyze the static de#ection and the natural frequencies of thin plates of complicated shape. The present method uses moving least-squares (MLS) interpolation to construct shape functions based on a set of nodes arbitrarily distributed in the analysis domain. Discr

Discrete singular convolution methodolog
✍ Civalek, Γ–mer πŸ“‚ Article πŸ“… 2007 πŸ› John Wiley and Sons 🌐 English βš– 166 KB πŸ‘ 1 views

## Abstract A new discrete singular convolution (DSC) method is developed for vibration, buckling and static analyses of arbitrary straight‐sided quadrilateral plates. The straight‐sided quadrilateral domain is mapped into a square domain in the computational space using a four‐node element. By usi