Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/12175
Title: Aeroelastic analysis of super long cable-supported bridges
Authors: Zhang, Xin
Keywords: DRNTU::Engineering::Civil engineering::Structures and design
Issue Date: 2003
Abstract: A study on properties of interactive wind forces on bridge sectional models is presented in this thesis. Two and three-dimensional sectional model tests in the wind tunnel were carried out to detect nonlinearity in the self-excited wind forces. The transformation of a frequency-time domain hybrid flutter derivative model to either time or frequency domain usually requires the linearity assumption of the self-excited wind forces, which has not been investigated thoroughly.
URI: http://hdl.handle.net/10356/12175
Rights: Nanyang Technological University
Fulltext Permission: restricted
Fulltext Availability: With Fulltext
Appears in Collections:CEE Theses

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