Item type |
デフォルトアイテムタイプ_(フル)(1) |
公開日 |
2025-01-10 |
タイトル |
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タイトル |
A new probabilistic long-period critical excitation procedure for isolated building structures |
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言語 |
en |
作成者 |
Bazrafshan, Arsalan
Khaji, Naser
Ahmadi, Goodarz
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アクセス権 |
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アクセス権 |
open access |
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アクセス権URI |
http://purl.org/coar/access_right/c_abf2 |
権利情報 |
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言語 |
en |
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権利情報 |
This is an Accepted Manuscript of an article published by Taylor & Francis in Mechanics Based Design of Structures and Machines on 03 Jan 2024, available at: https://doi.org/10.1080/15397734.2023.2297242. |
権利情報 |
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言語 |
en |
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権利情報 |
This is not the published version. Please cite only the published version. |
権利情報 |
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言語 |
ja |
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権利情報 |
この論文は出版社版ではありません。引用の際には出版社版をご確認、ご利用ください。 |
主題 |
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言語 |
en |
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主題Scheme |
Other |
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主題 |
Critical excitation |
主題 |
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言語 |
en |
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主題Scheme |
Other |
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主題 |
isolated building structures |
主題 |
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言語 |
en |
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主題Scheme |
Other |
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主題 |
non-stationary random process |
主題 |
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言語 |
en |
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主題Scheme |
Other |
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主題 |
total input energy per unit mass |
主題 |
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言語 |
en |
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主題Scheme |
Other |
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主題 |
synthetic accelerograms |
主題 |
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言語 |
en |
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主題Scheme |
Other |
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主題 |
long-period ground motions |
内容記述 |
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内容記述 |
The present paper develops a new procedure for finding the most unfavorable long-period excitation for isolated building structures based on the probabilistic critical excitation method. The upper bound of earthquake input energy per unit mass is considered the problem’s constraint, and a modified power spectral density (PSD) function is proposed to conform to the new constraint. It is shown that the new constraint can be used as a criterion to estimate the possible range of input energy of similar earthquakes. In addition, the new PSD function can control the excitation’s intensity. Finally, three base-isolated shear buildings modeled as multi degree of freedom systems with nonproportional damping are considered, and the critical excitations for each model are found based on the proposed method. To examine the reliability of the results, three actual accelerograms with a considerably high level of total input energy are selected as benchmarks and linear dynamic analyses are conducted using these accelerograms along with the generated critical excitations. The results show that the generated long-period excitations can better estimate the structural behavior (i.e., maximum displacement, drift, and absolute acceleration of stories) than the actual benchmark accelerograms. |
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言語 |
en |
出版者 |
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出版者 |
Taylor & Francis |
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言語 |
en |
言語 |
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言語 |
eng |
資源タイプ |
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資源タイプ識別子 |
http://purl.org/coar/resource_type/c_6501 |
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資源タイプ |
journal article |
出版タイプ |
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出版タイプ |
AM |
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出版タイプResource |
http://purl.org/coar/version/c_ab4af688f83e57aa |
関連情報 |
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関連タイプ |
isVersionOf |
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識別子タイプ |
DOI |
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関連識別子 |
https://doi.org/10.1080/15397734.2023.2297242 |
開始ページ |
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開始ページ |
7063 |
書誌情報 |
en : Mechanics Based Design of Structures and Machines
巻 52,
号 9,
p. 7063-7091,
発行日 2024-01-03
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旧ID |
56106 |