The influence regularity on aseismic performance of the 3D-frame by axial compression ratio is discovered after the 3D-frame was analyzed by pushover under horizo.

The seismic disaster prediction for urban transit bridges was done by using the methods of code examination, Pushover analysis procedure, empirical equations as well as BP Neural Network.

It is calculated the structure on the static and Pushover analysis,the structural master ratio meets the requirement of the code.

Study on lateral load patterns of pushover analysis using incremental dynamical analysis for RC frame structures;

After performance-based supervisory control system of retaining pile deformation is established,pushover analysis is introduced into excavation monitoring of deep foundation pit.

An improved method for calculating the target displacement of pushover analysis is proposed based on equivalent single-degree-of-freedom system,which considers the contribution of the higher modes in seismic response.

Then by using this model the push-over analysis is conducted to a 15-storey frame-shear wall structure.

In the past years,the study of push-over analysis and corresponding computer program(TBPOA) were carried out by the authors and their research group.

Based on the requirements of new seismic code, the study on push-over analysis of a complex high-rise frame-shear wall structure is carried out with the computer program for RC tall structures(TBPOA) which is written by the authors.

The performance-based design bases on the pushover analysis.

And then the Pushover Analysis and Incremental Dynamic Analysis(IDA) of 24 CBSFs were carried out after analyzing the influence of local buckling and verifying the finite element method(FEM) models.