| 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. |
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