Notice of RetractionThe review for seismic response process simulation of continuous beam bridge

Notice of Retraction

After careful and considered review of the content of this paper by a duly constituted expert committee, this paper has been found to be in violation of IEEE´s Publication Principles.

We hereby retract the content of this paper. Reasonable effort should be made to remove all past references to this paper.

The presenting author of this paper has the option to appeal this decision by contacting TPII@ieee.org.

The sliding bearings mechanical properties of continuous beam bridge are usually calculated according to binding form. During the earthquake process, binding form is actually changing. Therefore, the role of sliding bearing and continuous girder bridge stiffness are constantly varying. Through the whole process of earthquake analysis, it can be a clear understanding on sliding bearing of seismic changes in real-time, mastering the process of structural stiffness variation on the impact of the earthquake. Calculation of the fixed bearing pier force performance and to provide a basis for structural design is very important. Use of random vibration theory and the support element simulation of bearing, it can really compute the whole process of earthquake response of continuous bridge.