Abstract:As the design industry of China expands globally, it is necessary to carry out various bridge designs under local design requirements. As a country located on the earthquake belt, the seismic design of bridges in Indonesia is particularly important. The seismic design of bridges in Indonesia is based on the AASHTO specification system, and is supplemented with the local seismic parameters and action combinations. Therefore, in the design of the elevated bridges in the main line in the Jakarta Inner Ring II Project, firstly, the fortification standards, verification methods and contents are sorted out, and then the seismic response analysis and seismic performance verification of the bridge are carried out by using Sap2000 finite element analysis software. The results indicate that the designed elevated bridge in the main line can meet the seismic requirements proposed in the local codes, providing a reference for the design of similar projects.