JP2021139119A5 - - Google Patents
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- JP2021139119A5 JP2021139119A5 JP2020035396A JP2020035396A JP2021139119A5 JP 2021139119 A5 JP2021139119 A5 JP 2021139119A5 JP 2020035396 A JP2020035396 A JP 2020035396A JP 2020035396 A JP2020035396 A JP 2020035396A JP 2021139119 A5 JP2021139119 A5 JP 2021139119A5
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- vibration displacement
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- 230000002123 temporal effect Effects 0.000 description 1
Description
図3において、k=ω2、F(t)=F0cosβtとした場合、ωがおおよそβと等しく、かつcが小さいときに、建築物2の振動変位が時間的変化に対して不安定化すると考えられる。そこで、本発明者は、建築物2の固有振動数に対してロッキング現象を生じる風速およびバネ・ダッシュポッド条件を想定し、建築物2の壁面に図2に示す風圧変動Vの差を加振力として与えて建築物2の振動変位を数値計算した。
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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JP2020035396A JP7496216B2 (ja) | 2020-03-02 | 2020-03-02 | 建築物の壁面構造および建築物の風揺れ抑制方法 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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JP2020035396A JP7496216B2 (ja) | 2020-03-02 | 2020-03-02 | 建築物の壁面構造および建築物の風揺れ抑制方法 |
Publications (3)
Publication Number | Publication Date |
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JP2021139119A JP2021139119A (ja) | 2021-09-16 |
JP2021139119A5 true JP2021139119A5 (ja) | 2023-01-18 |
JP7496216B2 JP7496216B2 (ja) | 2024-06-06 |
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Application Number | Title | Priority Date | Filing Date |
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JP2020035396A Active JP7496216B2 (ja) | 2020-03-02 | 2020-03-02 | 建築物の壁面構造および建築物の風揺れ抑制方法 |
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JP (1) | JP7496216B2 (ja) |
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2020
- 2020-03-02 JP JP2020035396A patent/JP7496216B2/ja active Active
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