文献
J-GLOBAL ID:201702235761200931
整理番号:17A1092873
結合劣化を考慮した鉄筋コンクリート構造物の全過程亀裂幅予測【Powered by NICT】
Whole-process crack width prediction of reinforced concrete structures considering bonding deterioration
著者 (5件):
Xu Li-Yan
(Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Dept. of Civil Engineering, Tsinghua University, Beijing 100084, China)
,
Nie Xin
(Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Dept. of Civil Engineering, Tsinghua University, Beijing 100084, China)
,
Zhou Meng
(Zhuhai Urban Planning Verifying and Informatization Center (Zhuhai Urban Planning Exhibition Hall), Zhuhai 519000, China)
,
Zhou Meng
(Dept. of Civil Engineering, Tsinghua University, Beijing 100084, China)
,
Tao Mu-Xuan
(Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Dept. of Civil Engineering, Tsinghua University, Beijing 100084, China)
資料名:
Engineering Structures
(Engineering Structures)
巻:
142
ページ:
240-254
発行年:
2017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)