Abstract
In this paper, the stiffness and load matrix of Jiujiang Changjiang River Bridge are established by truss section finite element method. The basic assumptions and calculating process is proposed, and the functions of bridge frames are also investigated. Finally, the lateral displacement is calculated under the action of wind load (or both wind and train load).
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Disclaimer: 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.