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Experimental Study on Shear Behavior of New-Type Steel-Concrete Composite Bridge Deck

Qiu Zhao Yang Du Wenping Cai Ming Yang Rui Dong

哈尔滨工业大学学报(英文版)2018,Vol.25Issue(6):66-77,12.
哈尔滨工业大学学报(英文版)2018,Vol.25Issue(6):66-77,12.DOI:10.11916/j.issn.1005-9113.18026

Experimental Study on Shear Behavior of New-Type Steel-Concrete Composite Bridge Deck

Experimental Study on Shear Behavior of New-Type Steel-Concrete Composite Bridge Deck

Qiu Zhao 1Yang Du 1Wenping Cai 1Ming Yang 1Rui Dong1

作者信息

  • 1. College of Civil Engineering, Fuzhou University, Fuzhou 350108, China
  • 折叠

摘要

关键词

composite bridge deck/push-out tests/RPC/steel tubular connectors/failure mode

Key words

composite bridge deck/push-out tests/RPC/steel tubular connectors/failure mode

分类

建筑与水利

引用本文复制引用

Qiu Zhao,Yang Du,Wenping Cai,Ming Yang,Rui Dong..Experimental Study on Shear Behavior of New-Type Steel-Concrete Composite Bridge Deck[J].哈尔滨工业大学学报(英文版),2018,25(6):66-77,12.

基金项目

Sponsored by the National Natural Science Foundation of China ( Grant No.51478120) . ( Grant No.51478120)

哈尔滨工业大学学报(英文版)

1005-9113

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