Ultimate bearing capacity analysis of concrete filled steel tubular arch considering the initial defects' influence (CPCI-S收录) | |
Hu, Junliang[1]; Yan, Quansheng[1]; Yu, XiaoLin[1]; Zheng, HengBin[1] | |
会议名称 | TRENDS IN CIVIL ENGINEERING, PTS 1-4 |
关键词 | CFST axis deviation bearing capacity double non-linear |
URL标识 | 查看原文 |
内容类型 | 会议论文 |
URI标识 | http://www.corc.org.cn/handle/1471x/2057540 |
专题 | 华南理工大学 |
作者单位 | S China Univ Technol, Sch Civil Engn & Transportat, Guangzhou 510640, Guangdong, Peoples R China |
推荐引用方式 GB/T 7714 | Hu, Junliang[1],Yan, Quansheng[1],Yu, XiaoLin[1],等. Ultimate bearing capacity analysis of concrete filled steel tubular arch considering the initial defects' influence (CPCI-S收录)[C]. 见:TRENDS IN CIVIL ENGINEERING, PTS 1-4. |
个性服务 |
查看访问统计 |
相关权益政策 |
暂无数据 |
收藏/分享 |
除非特别说明,本系统中所有内容都受版权保护,并保留所有权利。
修改评论