File:Nomal modes of Two-story shear building model.svg

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日本語: 下記のような式で表現される２層建物のせん断型振動モデルの固有モードの例
ただし、図は k1 = k2, m1 = m2 の場合で、1次固有モード (u1,1 u1,2)⊤ および2次固有モード (u2,1 u2,2)⊤ の成分の内の一番大きな絶対値が1となるに正規化している。参考文献：平井 一男・水田 洋司 (2018) 耐震工学入門 (第3版・補訂版 ed.), 理工図書, pp. 90–91 ISBN: 978-4-627-46454-4.
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Author Yapparina

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