WIND RESPONSE ANALYSIS USING A THREE-DIMENSIONAL ANALYSIS MODEL OF A HIGH-RISE ISOLATION BUILDING Comparison of seismic isolation response of one way input and coupled three way input
In recent years， as a result of the growing interest in seismic isolation structure and technological progress， opportunities for seismic isolation structures to be adopted for super high rise buildings are increasing. However， there are few examples of elasto-plastic response analysis using a three-dimensional analysis model due to the time constraints to be analyzed and the complexity of the external force. Therefore， in this analysis， using a three-dimensional analysis model，the purpose is to compare the response of the seismic isolation layer at the time of one-way external force input and input of coupled three-dimensional external force and to be an index of time history wind response analysis in the future.
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