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Structure natural period estimation method, structure seismic resistance judgment method, structure natural period estimation system and structure seismic resistance judgment system
Structure natural period estimation method, structure seismic resistance judgment method, structure natural period estimation system and structure seismic resistance judgment system
To provide a practical estimation method of characteristic period for a structure having been subjected to an earthquake motion, and a determination method of earthquake resistance of the structure using a characteristic period estimated thereby.SOLUTION: Disclosed estimation method of structure characteristic period includes the steps of: calculating characteristic period, characteristic vector, and characteristic matrix by using a subspace method from a piece of acceleration data acquired by acceleration sensors which are installed at multiple positions in the height direction of a structure subject to an earthquake (S210); calculating a stimulus coefficient by using the characteristic vector and the characteristic matrix (S220); and determining whether or not to select a primary characteristic period of the structure after having been subjected to the earthquake from the characteristic period by using the stimulus coefficient (S240).SELECTED DRAWING: Figure 5
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