Abstract:SummaryIn this paper, we studied the responses of high‐rise structures under the multiple‐component ground motions, such as horizontal; coupled horizontal and rocking; and coupled horizontal, vertical, and rocking ground motion. First, the principle and process of obtaining the rotation component by using wavelet analysis are explained, and the rocking ground motion was obtained by wavelet analysis from translational ground motions. The correctness of this method was verified by shaking table tests. Next, the … Show more
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