Art

J-GLOBAL ID：201902215067750483   Reference number：19A1390733

Passive seismic unseating prevention strategies implemented in highway bridges: A state-of-the-art review

道路橋において実施された受動的地震探査防止戦略:最新技術レビュー【JST・京大機械翻訳】

Author (4)： Xiang Nailiang (Department of Civil Engineering, Nagoya Institute of Technology, Nagoya 466-8555, Japan) ,  Goto Yoshiaki (Next Generation Seismic Design Laboratory, Nagoya Institute of Technology, Nagoya 466-8555, Japan) ,  Obata Makoto (Department of Civil Engineering, Nagoya Institute of Technology, Nagoya 466-8555, Japan) ,  Alam M. Shahria (School of Engineering, University of British Columbia, Kelowna, BC V1V 1V7, Canada)
Material： Engineering Structures  (Eng Struct)
Volume： 194  Page： 77-93  Publication year： 2019 
JST Material Number： C0709B  ISSN： 0141-0296  Document type： Article
Article type： 文献レビュー  Country of issue： United Kingdom (GBR)  Language： ENGLISH (EN)

Abstract/Point： Recent major earthquakes world...

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Thesaurus term： span ,  vibration isolation ,  *highway bridge ,  effectiveness ,  *earthquake ,  necessary condition ,  *seismic exploration
Semi thesaurus term： 高速道路橋 ,  防止対策 , 【Automatic Indexing@JST】

Author keywords (6)： Highway bridges ,  Unseating ,  Passive unseating prevention ,  Seismic effect ,  Minimum support length ,  Seismic restrainers

JST classification (2)： Bridge engineering in general  (RC06010Y) ,  Substructure  (RC06060B)

Terms in the title (5)： 道路橋 ,  実施 ,  地震探査 ,  戦略 ,  レビュー