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  1. 防災科研関係論文

Modeling uncertainty of specimens employing spines and force‐limiting connections tested at E‐defense shake table

https://nied-repo.bosai.go.jp/records/6355
https://nied-repo.bosai.go.jp/records/6355
c4d64d6d-ad70-4afc-be5a-2438a3be2a24
Item type researchmap(1)
公開日 2025-04-07
タイトル
言語 en
タイトル Modeling uncertainty of specimens employing spines and force‐limiting connections tested at E‐defense shake table
言語
言語 eng
著者 Bryam Astudillo

× Bryam Astudillo

en Bryam Astudillo

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David Rivera

× David Rivera

en David Rivera

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Jessica Duke

× Jessica Duke

en Jessica Duke

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Barbara Simpson

× Barbara Simpson

en Barbara Simpson

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Larry A. Fahnestock

× Larry A. Fahnestock

en Larry A. Fahnestock

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Richard Sause

× Richard Sause

en Richard Sause

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James Ricles

× James Ricles

en James Ricles

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Masahiro Kurata

× Masahiro Kurata

en Masahiro Kurata

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Taichiro Okazaki

× Taichiro Okazaki

en Taichiro Okazaki

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Yohsuke Kawamata

× Yohsuke Kawamata

en Yohsuke Kawamata

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Zhuoqi Tao

× Zhuoqi Tao

en Zhuoqi Tao

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Yi Qie

× Yi Qie

en Yi Qie

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抄録
内容記述タイプ Other
内容記述 In light of the significant damage observed after earthquakes in Japan and New Zealand, enhanced performing seismic force-resisting systems and energy dissipation devices are increasingly being utilized in buildings. Numerical models are needed to estimate the seismic response of these systems for seismic design or assessment. While there have been studies on modeling uncertainty, selecting the model features most important to response can remain ambiguous, especially if the structure employs less well-established lateral force-resisting systems and components. Herein, a global sensitivity analysis was used to address modeling uncertainty in specimens with elastic spines and force-limiting connections (FLCs) physically tested at full-scale at the E-Defense shake table in Japan. Modeling uncertainty was addressed for both model class and model parameter uncertainty by varying primary models to develop several secondary models according to pre-established uncertainty groups. Numerical estimates of peak story drift ratio and floor acceleration were compared to the results from the experimental testing program using confidence intervals and root-mean-square error. Metrics such as the coefficient of variation, variance, linear Pearson correlation coefficient, and Sobol index were used to gain intuition about each model feature's contribution to the dispersion in estimates of the engineering demands. Peak floor acceleration was found to be more sensitive to modeling uncertainty compared to story drift ratio. Assumptions for the spine-to-frame connection significantly impacted estimates of peak floor accelerations, which could influence future design methods for spines and FLC in enhanced lateral-force resisting systems.
言語 en
書誌情報 en : Earthquake Engineering and Structural Dynamics

巻 52, 号 14, p. 4638-4659, 発行日 2023-07-26
出版者
言語 en
出版者 Wiley
ISSN
収録物識別子タイプ EISSN
収録物識別子 1096-9845
DOI
関連識別子 10.1002/eqe.3976
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