Art

J-GLOBAL ID：201702246328381714   Reference number：17A0293920

Design and experimental validation of structural vibration control of a curved twin-deck cable-stayed bridge subject to pedestrians

大スパン二層曲線は,振動数測定と実測によって検証した。【JST・京大機械翻訳】

Author (6)： Hua Xugang (Key Laboratory for Wind and Bridge Engineering of Hunan Province,Hunan University) ,  Wen Qing (Key Laboratory for Wind and Bridge Engineering of Hunan Province,Hunan University) ,  Chen Zhengqing (Key Laboratory for Wind and Bridge Engineering of Hunan Province,Hunan University) ,  Yang Yong (Guangzhou Municipal Engineering Design & Research Institute) ,  Wang Wenxi (Key Laboratory for Wind and Bridge Engineering of Hunan Province,Hunan University) ,  Niu Huawei (Key Laboratory for Wind and Bridge Engineering of Hunan Province,Hunan University)
Material： Zhendong Gongcheng Xuebao  (Journal of Vibration Engineering)
Volume： 29  Issue： 5  Page： 822-830  Publication year： 2016 
JST Material Number： W1501A  ISSN： 1004-4523  CODEN： ZXUEEA  Document type： Article
Article type： 原著論文  Country of issue： China (CHN)  Language： CHINESE (ZH)

Abstract/Point： With the progress of ever-incr...

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Thesaurus term： vibration test ,  internal friction ,  *span ,  vibration isolation ,  cable stayed bridge ,  natural frequency ,  acceleration (ratio) ,  rigidity ,  *frequency ,  damping ratio ,  damping device ,  tuned mass damper ,  bilayer ,  *bilayer ,  mechanical property
Semi thesaurus term： damper , 【Automatic Indexing@JST】

Author keywords (5)： footbridge ,  human-induced vibration ,  vibration control ,  tuned mass dampers ,  eddy current damping

JST classification (1)： Earthquake-proofing,vibration-proofing,seismic isolation of buildings  (RB01035P)

Terms in the title (5)： スパン ,  曲線 ,  振動数 ,  実測 ,  検証