Abstract
The 45m boarding bridge is taken as the research object in this paper. The transient vibration model is established according to the transient dynamic analysis theory. Based on the dynamic analysis results of the structure under the crowd loads, the TMB vibration reduction analysis is conducted. This method can be used as a reference for analyzing the dynamic characteristics of other boarding bridges under the crowd loads.
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 callMore From: DEStech Transactions on Engineering and Technology Research
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.
