正文
《结构与土木工程前沿(英文)》 >> 2017年 第11卷 第2期 doi: 10.1007/s11709-016-0376-4
A novel structural modification to eliminate the early coupling between bending and torsional mode shapes in a cable stayed bridge
Institute of Structural Mechanics, Faculty of Civil Engineering, Bauhaus University Weimar, Weimar 99423, Germany
摘要
关键词
aeroelastic instability ; structural damping ; flutter wind speed ; bending stiffness ; torsional stiffness
正文