Art

J-GLOBAL ID：201702247616053684   Reference number：17A0351836

Seismic dynamic response analysis of embankment along the Qinghai-Tibet Expressway

青海-チベット高速道路路盤の地震応答解析【JST・京大機械翻訳】

Author (6)： Zhao Tao (Key Laboratory of Road & Bridge and Underground Engineering of Gansu Province, Lanzhou Jiaotong University, Key Laboratory of Loess Earthquake Engineering, CEA) ,  Wu Zhijian (Key Laboratory of Loess Earthquake Engineering, Lanzhou Institute of Seismology, CEA) ,  Liang Qingguo (Key Laboratory of Road & Bridge and Underground Engineering of Gansu Province, Lanzhou Jiaotong University) ,  Zhao Wenchen (CSCEC AECOM Consultants Co., Ltd) ,  Chen Tuo (The State Key Laboratory for GeoMechanics and Deep Underground Engineering, China University of Mining and Technology (Xuzhou)) ,  Xu Shimin (Key Laboratory of Loess Earthquake Engineering, Lanzhou Institute of Seismology, CEA)
Material： Tiedao Kexue Yugongcheng Xuebao
Volume： 13  Issue： 12  Page： 2381-2387  Publication year： 2016 
JST Material Number： C3009A  ISSN： 1672-7029  Document type： Article
Article type： 原著論文  Country of issue： China (CHN)  Language： CHINESE (ZH)

Abstract/Point： The artificial earthquake wave...

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Thesaurus term： *earthquake ,  linearity ,  two dimension ,  *expressway ,  acceleration (ratio) ,  dynamic response ,  exponential function ,  *base course ,  shearing stress ,  permafrost ,  subgrade ,  earthquake-resistant design ,  earthquake load ,  Numerical Simulation ,  *earthquake response analysis

Author keywords (4)： the Qinghai-Tibet Expressway ,  seismic wave ,  typical embankment ,  dynamic response

JST classification (1)： Earth pressure,dynamic properties of soil,stress and deformations of ground  (RA03060A)

Terms in the title (4)： チベット ,  高速道路 ,  路盤 ,  地震応答解析