Aeroelastic analysis of super long cable-supported bridges

• المؤلف الرئيسي: Zhang, Xin
• مؤلفون آخرون: School of Civil and Environmental Engineering
• التنسيق: Theses and Dissertations
• اللغة: English
• منشور في: 2008
• الموضوعات: DRNTU::Engineering::Civil engineering::Structures and design
• الوصول للمادة أونلاين: http://hdl.handle.net/10356/12175
• المؤسسة: Nanyang Technological University

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...