Abstract
This study examines the dynamic performance of Yellow River Extra-large Bridge within Baotou to Shulin Ju Expressway, with measured seismic response spectrum and designed earthquake response spectra as well as dynamic time history analysis, to provide a basis for seismic design. This bridge is located at the strong earthquake zone with basic earthquake intensity of VIII degree, which has characteristics such as low pier, long span. Taking the approach spans of this bridge over the South Levee for example, research on dynamic performance of joint three-span (40m +70 m +40 m) girders for continuous prestressed concrete bridge with non-prismatic cross-section was made by using the Midas/Civil2012 finite element program to create a three-dimensional space simulation model, according to the Guidelines for Seismic Design of Highway Bridge (JTG/TB02-01-2008).
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.
