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J-GLOBAL ID：201702253415123258   Reference number：17A0293925

Experimental study on seismic of irregular high piers curved bridge under multi-point excitation

多点励振動特性曲線に基づく橋の地震応答の実験的研究を,本論文において行った。【JST・京大機械翻訳】

Author (4)： Cheng Maili (School of Architecture and Civil Engineering,Yan′an University) ,  Li Qingning (School of Civil Engineering,Xi′an University of Architecture and Technology) ,  Yan Lei (School of Civil Engineering,Xi′an University of Architecture and Technology) ,  Yin Junhong (School of Civil Engineering,Xi′an University of Architecture and Technology)
Material： Zhendong Gongcheng Xuebao  (Journal of Vibration Engineering)
Volume： 29  Issue： 5  Page： 874-880  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： According to the structure mod...

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Thesaurus term： structural test ,  reinforced concrete ,  *excitation to oscillation ,  seismic wave ,  continuous beam ,  *characteristic curve ,  frequency(Hz) ,  large span structure ,  earthquake resistance ,  *earthquake response ,  topographic effect ,  excitation(physics)
Semi thesaurus term： 縮尺 ,  構造モデル ,  *実験研究 , 【Automatic Indexing@JST】

Author keywords (5)： curved bridge ,  irregular ,  multi-point excitation ,  local site effects ,  shaking table test

JST classification (2)： Structural dynamics  (HD02000E) ,  Earthquake-proofing,vibration-proofing,seismic isolation of buildings  (RB01035P)

Terms in the title (7)： 励振 ,  動特性 ,  曲線 ,  橋 ,  地震応答 ,  実験的研究 ,  論文