文献
J-GLOBAL ID:202002242479870792
整理番号:20A0450196
超高性能コンクリートジャケットで補強した低曲げ強度長方形橋脚の実験的研究と地震脆弱性評価【JST・京大機械翻訳】
Experimental investigation and seismic vulnerability assessment of low flexural strength rectangular bridge piers retrofitted with ultrahigh-performance concrete jackets
著者 (4件):
Tong Teng
(Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, School of Civil Engineering, Southeast University, Nanjing 210018, PR China)
,
Lei Haipeng
(Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, School of Civil Engineering, Southeast University, Nanjing 210018, PR China)
,
Yuan Siqi
(Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, School of Civil Engineering, Southeast University, Nanjing 210018, PR China)
,
Liu Zhao
(Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, School of Civil Engineering, Southeast University, Nanjing 210018, PR China)
資料名:
Engineering Structures
(Engineering Structures)
巻:
206
ページ:
Null
発行年:
2020年
JST資料番号:
C0709B
ISSN:
0141-0296
資料種別:
逐次刊行物 (A)
記事区分:
原著論文
発行国:
イギリス (GBR)
言語:
英語 (EN)