Art

J-GLOBAL ID：201702285406081376   Reference number：17A0160479

Study on seismic design method for high-speed railway bridge pile foundations considering soil-pile interaction effect

杭-土壌相互作用効果を考慮した高速鉄道橋の耐震設計手法の研究【JST・京大機械翻訳】

Author (4)： Zhang Yongliang (Key Laboratory of Road &Bridges and Underground Engineering of Gansu Province,Lanzhou Jiaotong University,National and Provincial Joint Engineering Laboratory of Road &Bridge Disaster Prevention and Control) ,  Ning Guixia (Key Laboratory of Road &Bridges and Underground Engineering of Gansu Province,Lanzhou Jiaotong University,National and Provincial Joint Engineering Laboratory of Road &Bridge Disaster Prevention and Control) ,  Chen Xingchong (Key Laboratory of Road &Bridges and Underground Engineering of Gansu Province,Lanzhou Jiaotong University) ,  Ding Mingbo (National and Provincial Joint Engineering Laboratory of Road &Bridge Disaster Prevention and Control, Lanzhou Jiaotong University)
Material： Bingchuan Dongtu  (Hyosen Todo)
Volume： 38  Issue： 4  Page： 1003-1011  Publication year： 2016 
JST Material Number： W0870A  ISSN： 1000-0240  CODEN： DONEB7  Document type： Article
Article type： 原著論文  Country of issue： China (CHN)  Language： CHINESE (ZH)

Abstract/Point： In view of the existing questi...

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Thesaurus term： performance index ,  spectrum ,  *earthquake-resistant design ,  spectroscopy ,  algorithm ,  strong earthquake ,  nonlinearity ,  ductility ,  ground motion ,  *high speed railway
Semi thesaurus term： マルチレベル , 【Automatic Indexing@JST】

Author keywords (6)： high-speed railway bridge ,  pile foundation ,  soil-pile interaction ,  seismic design ,  capacity spectrum method ,  performance point locus method

JST classification (3)： Earthquake-proofing,vibration-proofing,seismic isolation of buildings  (RB01035P) ,  Substructure  (RC06060B) ,  Natural disasters  (RA02030M)

Terms in the title (7)： 杭 ,  土壌 ,  相互作用効果 ,  高速鉄道 ,  耐震 ,  設計手法 ,  研究