Item type |
紀要論文 / Departmental Bulletin Paper(1) |
公開日 |
2023-03-30 |
タイトル |
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タイトル |
常時微動計測に基づく非構造部材が鉄骨建築物の 振動特性に及ぼす影響に関する調査研究 |
タイトル |
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タイトル |
A Study on Effect of Non-Structural Components for Vibration Behavior of Steel Building Based on MicrotremorMeasurements |
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言語 |
en |
言語 |
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言語 |
jpn |
キーワード |
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主題Scheme |
Other |
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主題 |
steel building |
キーワード |
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主題Scheme |
Other |
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主題 |
non-structural components |
キーワード |
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主題Scheme |
Other |
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主題 |
microtremor measurements |
キーワード |
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主題Scheme |
Other |
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主題 |
vibration behavior |
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 |
departmental bulletin paper |
著者 |
小林, 礼奈
渡壁, 守正
Kobayashi, Reina
Watakabe, Morimasa
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抄録 |
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内容記述タイプ |
Abstract |
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内容記述 |
Serious damage to non-structural components such as ALC walls, ceilings and windows was reported after the 2011 earthquake off the Pacific coast of Tohoku. However, it is thought that the stiffness buildings is effect of the stiffness and strength of non-structural elements as well as only structural skeletons. In this study, We observed microtremors of the 3-story steel building in the case of only structural skeletons and the case of inserting non-structural components, and compared the dynamic characteristics derived from of microtremors. Also, the effect of non-structural components for total behavior of the steel building in deliberated. As a result, it is confirmed that the torsional component is primary in the case of only structural skeletons, and is not primacy in the case of inserting non-structural components.|Based on it, effective data that facilitated a numerical model of building for studying the effect of non-structural components on buildings duaring large earthquakes are derived. |
書誌情報 |
広島工業大学紀要. 研究編
巻 53,
p. 137-142,
発行日 2019-02
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出版者 |
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出版者 |
広島工業大学 |
ISSN |
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収録物識別子タイプ |
ISSN |
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収録物識別子 |
13469975 |
書誌レコードID |
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収録物識別子タイプ |
NCID |
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収録物識別子 |
AA11599110 |
権利 |
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権利情報 |
publisher |
フォーマット |
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内容記述タイプ |
Other |
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内容記述 |
application/pdf |
著者版フラグ |
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出版タイプ |
VoR |
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出版タイプResource |
http://purl.org/coar/version/c_970fb48d4fbd8a85 |