Maximum response dataset of a typical gantry crane based on IDA analysis

This dataset was created using the Incremental Dynamic Analysis (IDA) method. We selected 100 earthquake records from the PEER (Pacific Earthquake Engineering Research Center) website. Each record was amplified to specific Peak Ground Acceleration (PGA) levels: 0.1, 0.15, 0.2, 0.25, 0.3, 0.35, 0.4, 0.45, 0.5, 0.6, 0.7, 0.8, 0.9, 1.0, 1.25, 1.5, 1.75, 2.0, 2.5, 3, 5, 7, 10. This resulted in a total of 2000 simulated earthquake response samples. The provided Excel file has been processed, extracting only 9999 feature values. The label for the data is the maximum displacement response in the span of the crane structure.
The first 9999 columns of this dataset represent the time-series features of seismic motion. If any records have fewer than 9999 columns, they have been padded with zeros. The last column of the dataset serves as the label. This is a meticulously processed dataset, ready to be directly imported into machine learning algorithms for analysis.