Analysis and Study on Dynamic Elastic-plastic Time History of Damaged Steel Frame Structures

Donghan Li

doi:10.54097/qqy51h97

Authors

Donghan Li

DOI:

https://doi.org/10.54097/qqy51h97

Keywords:

Prefabricated PC Frame Structure; Section Steel Connection; Seismic Performance.

Abstract

Combining the moment-curvature relationship of the damaged section of the component, dynamic elastoplastic time-history analysis was conducted on the damaged steel frame structure. Using general finite element analysis software, the structural response of the damaged steel frame structure under the action of multiple seismic waves was studied, analyzing the influence of variations in different structural parameters on the seismic performance of the damaged steel frame structure.

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References

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