Abstract:Taking the construction project of Phoenix Valley Bridge in Liuzhou, Guangxi as an example, the two-level seismic design method is used to carry out the seismic response analysis and checking for the long-span continuous beam bridge containing the architecture on the bridge under the action of E1 and E2 earthquakes by using the response spectrum and nonlinear time-history method. Finally, the seismic performance and safety evaluation of the structure is given, which provides a useful reference for the seismic design of the similar bridges.