Abstract
The present study aims to investigate multiple wind effects on long-span twin-box girder bridges by developing a time-dependent nonlinear numerical scheme, which takes into account a range of aerodynamic forces, such as the stationary aerodynamic force, self-excited force, buffeting force and vortex-induced vibration (VIV) force. After calibration and validation, the developed scheme was implemented to investigate wind-induced behaviors of the Xihoumen Suspension Bridge. The results show that the developed scheme has the capability of simulating the nonlinear features of various types of bridge aerodynamic forces and can reproduced the flutter phenomenon from wind tunnel testing and the VIV phenomenon subject to field measurement. In addition, it predicts that, under the critical wind velocity (Ucr) of 95 m/s in smooth flow, the failure mode of the bridge can be defined as the disconnection of hangers at the 1/2L of the main span, while under the Ucr of 85 m/s in turbulence flow, the failure of the bridge can be described as multiple hangers fracture at the 3/4L of the main span with the symmetrical bending-torsional coupled oscillation. Besides, the vertical VIV of the bridge with the maximum amplitude of about 0.2 m and the 7th vertical mode belong to limit cycle oscillation.
Sign-in/Register to access full text options 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callDisclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
