earticle

영어

In the previous study, the seismic performance was evaluated by performing the shake table test with or without of the special seismic load as a variable on the piloti RC building with horizontal irregularity. However, it is necessary to evaluate the various factors affecting seismic performance of the piloti RC building through additional analysis studies. For this, it is necessary to use appropriate analysis methods and to verify the applicability of the using seismic response analysis. In this study, we are evaluated to verify the analysis methods applied in this study by modeling the shaking table specimens of the previous study, performing nonlinear seismic response analysis to the input earthquake, and comparing the analysis results with the test results. The analysis results showed generally similar to the test results, and the analysis modeling applied in this study was judged to be relatively valid for simulating the dynamic behavior of the specimen. In addition, it was confirmed that the torsional behavior was properly controlled even if only the special seismic load was applied