Experimental study and theoretical method on flexural capacity of innovative steel-UHPC composite bridge decks

被引：0
|
作者：
Zhang, Qinghua [1 ]
Cheng, Zhenyu [1 ]
Deng, Penghao [1 ]
Li, Mingzhe [1 ]
Wei, Chuan [1 ]
机构：
[1] Southwest Jiaotong University, Chengdu,610031, China
来源：
Tumu Gongcheng Xuebao/China Civil Engineering Journal | 2022年 / 55卷 / 03期
关键词：
Compendex;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
Structural design
引用
收藏
页码：47 / 64
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