SEISMIC ANALYSIS OF RC FRAME DAMPING STRUCTURES BASED ON THE EARTHQUAKE TIME HISTORY METHOD
The Earthquake Time History Method(ETM)is a novel structural seismic performance assessment meth-od that simplifies the Incremental Dynamic Analysis(IDA).To verify the reliability of ETM in the seismic analysis of RC frame damping structures,this study conducts ETM and IDA analyses on RC frame damping structures,compar-ing the structural response results from both methods.The findings indicate that the structural response results ob-tained from both analysis methods generally align well,demonstrating that ETM effectively predicts the seismic re-sponse of structures under earthquake loading.This confirms the reliability of applying the Earthquake Time History Method to RC frame damping structures and highlights it as a computationally efficient seismic analysis method.
endurance time methodincremental dynamic analysisRC frame damping structureseismic analysis of structure
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