As a consequence large deformations at the mid-span can occur with risk of aeroelastic instability and structural failure. Analysis of aeroelastic stability also named flutter stability is mostly based on semi-empirical engineering models, where model specific parameters, the so-called flutter derivatives, need calibration from wind tunnel tests or numerical methods. Several papers have been written about calibration of flutter derivatives using CFD models and the aeroelastic stability boundary has been successfully determined when comparing two-dimensional flow situations using wind tunnel test data and CFD methods for the flow solution and two-degrees-of-freedom structural models in translation perpendicular to the flow direction and rotation around the span axis of the bridge section.
桥梁概况: 1、该桥为人行吊桥,矢跨比为:1/10,预拱度为30厘米,人群荷载为3.5KN/平方米。 2、该吊桥设置抗风索,抗风索按斜拉固定设计。 3、桥梁跨径为70米,桥面净宽2米。 ...... 设计于2005年,共8张CAD设计图。