Abstract
The maximum acceleration response of even and uneven single span bridges is studied to find the effect of different influencing parameters. The bridge is modeled as a single span beam with even and uneven decks. The vehicle is modeled as a single degree of freedom sprung mass with constant speed. The unevenness is assumed to be a deterministic profile in the shape of a sinusoidal wave. The maximum acceleration responses considering the effect of varying bridge parameters and vehicle parameters are compared.
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.
