Aeroelastic analysis of super long cable-supported bridges
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 fl...
Saved in:
| 主要作者: | |
|---|---|
| 其他作者: | |
| 格式: | Theses and Dissertations |
| 語言: | English |
| 出版: |
2008
|
| 主題: | |
| 在線閱讀: | http://hdl.handle.net/10356/12175 |
| 標簽: |
添加標簽
沒有標簽, 成為第一個標記此記錄!
|
| 機構: | Nanyang Technological University |
| 語言: | English |
| id |
sg-ntu-dr.10356-12175 |
|---|---|
| record_format |
dspace |
| spelling |
sg-ntu-dr.10356-121752023-03-03T19:38:19Z Aeroelastic analysis of super long cable-supported bridges Zhang, Xin School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Structures and design 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. Doctor of Philosophy (CEE) 2008-09-25T06:39:17Z 2008-09-25T06:39:17Z 2003 2003 Thesis http://hdl.handle.net/10356/12175 en Nanyang Technological University 171 p. application/pdf |
| institution |
Nanyang Technological University |
| building |
NTU Library |
| continent |
Asia |
| country |
Singapore Singapore |
| content_provider |
NTU Library |
| collection |
DR-NTU |
| language |
English |
| topic |
DRNTU::Engineering::Civil engineering::Structures and design |
| spellingShingle |
DRNTU::Engineering::Civil engineering::Structures and design Zhang, Xin Aeroelastic analysis of super long cable-supported bridges |
| description |
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. |
| author2 |
School of Civil and Environmental Engineering |
| author_facet |
School of Civil and Environmental Engineering Zhang, Xin |
| format |
Theses and Dissertations |
| author |
Zhang, Xin |
| author_sort |
Zhang, Xin |
| title |
Aeroelastic analysis of super long cable-supported bridges |
| title_short |
Aeroelastic analysis of super long cable-supported bridges |
| title_full |
Aeroelastic analysis of super long cable-supported bridges |
| title_fullStr |
Aeroelastic analysis of super long cable-supported bridges |
| title_full_unstemmed |
Aeroelastic analysis of super long cable-supported bridges |
| title_sort |
aeroelastic analysis of super long cable-supported bridges |
| publishDate |
2008 |
| url |
http://hdl.handle.net/10356/12175 |
| _version_ |
1759858029870710784 |