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  1. 学術雑誌掲載済論文
  2. 和雑誌

振動測定データに基づいた鋼斜張橋モデルの非線形地震時応答解析

https://kitami-it.repo.nii.ac.jp/records/8097
5d4117be-622a-4db8-9b86-830e085b1d81
名前 / ファイル ライセンス アクション
2009.03_振動測定データに基づいた鋼斜張橋モデルの非線形地震時応答解析.pdf 2009.03_振動測定データに基づいた鋼斜張橋モデルの非線形地震時応答解析.pdf (1.2 MB)
Item type 学術雑誌論文 / Journal Article(1)
公開日 2016-03-08
タイトル
言語 ja
タイトル 振動測定データに基づいた鋼斜張橋モデルの非線形地震時応答解析
タイトル
言語 en
タイトル Nonlinear seismic response analysis of steel cable stayed bridge model based on vibration monitoring data
言語
言語 jpn
キーワード
主題Scheme Other
主題 振動測定
キーワード
主題Scheme Other
主題 鋼斜張橋
キーワード
主題Scheme Other
主題 常時微動
キーワード
主題Scheme Other
主題 非線形地震時応答解析
キーワード
主題Scheme Other
主題 vibration monitoring
キーワード
主題Scheme Other
主題 steel cable stayed bridge
キーワード
主題Scheme Other
主題 ambient vibration
キーワード
主題Scheme Other
主題 nonlinear seismic response analysis
資源タイプ
資源 http://purl.org/coar/resource_type/c_6501
タイプ journal article
アクセス権
アクセス権 open access
アクセス権URI http://purl.org/coar/access_right/c_abf2
その他のタイトル
その他のタイトル Nonlinear seismic response analysis of steel cable stayed bridge model based on vibration monitoring data
著者 木村, 浩士

× 木村, 浩士

WEKO 42248

ja 木村, 浩士

Search repository
宮森, 保紀

× 宮森, 保紀

WEKO 40649
KAKEN 363383

ja 宮森, 保紀

Search repository
三上, 修一

× 三上, 修一

WEKO 44832
KAKEN 30113715

ja 三上, 修一

Search repository
山崎, 智之

× 山崎, 智之

WEKO 44833
KAKEN 20158140

ja 山崎, 智之

Search repository
大島, 俊之

× 大島, 俊之

WEKO 42252

ja 大島, 俊之

Search repository
著者別名
姓名
姓名 Kimura, Hiroshi
言語 en
著者別名
姓名
姓名 Miyamori, Yasunori
言語 en
著者別名
姓名
姓名 Mikami, Shuichi
言語 en
著者別名
姓名
姓名 Yamazaki, Tomoyuki
言語 en
著者別名
姓名
姓名 Oshima, Toshiyuki
言語 en
抄録
内容記述タイプ Abstract
内容記述 Structural monitoring is expected to improve accuracy of seismic performance evaluation of
existing structures. Vibration monitoring data is suitable for composing dynamic numerical
model and ambient vibration data are available instead of limited number of seismic data. In
this study, a steel cable stayed bridge is modeled based on ambient vibration data and its
bearing are represented in bilinear model. Validity of the model is confirmed by dynamic
response analysis for recorded minor seismic waves. Then large seismic ground motions are
input to the model and different action of bearing is confirmed. Hence the entire responses of
the bridge are reasonable for each seismic input by using the proposed model.
書誌情報 構造工学論文集 A

巻 55A, p. 317-328, 発行日 2009-03
DOI
関連識別子
識別子タイプ DOI
関連識別子 http://doi.org/10.11532/structcivil.55A.317
権利
権利情報 c 2009 公益社団法人 土木学会
出版者
出版者 公益社団法人 土木学会
著者版フラグ
値 publisher
出版タイプ
出版タイプ VoR
出版タイプResource http://purl.org/coar/version/c_970fb48d4fbd8a85
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