| Residual displacement ratio demand of oscillators representing HSSF-EDBs subjected to near-fault earthquake ground motions | |
| Ke, K; Wang, W; Yam, MCH; Deng, L | |
| 刊名 | ENGINEERING STRUCTURES
 |
| 2019 | |
| 卷号 | Vol.191页码:598-610 |
| 关键词 | High strength steel Energy dissipation bay Residual displacement ratio Trilinear oscillator Empirical formula |
| ISSN号 | 0141-0296;1873-7323 |
| URL标识 | 查看原文 |
| 公开日期 | [db:dc_date_available] |
| 内容类型 | 期刊论文 |
| URI标识 | http://www.corc.org.cn/handle/1471x/4749237 |
| 专题 | 湖南大学 |
| 作者单位 | 1.Hunan Univ, Hunan Prov Key Lab Damage Diag Engn Struct, Changsha, Hunan, Peoples R China 2.Hong Kong Polytech Univ, Dept Bldg & Real Estate, Hong Kong, Peoples R China 3.Tongji Univ, State Key Lab Disaster Reduct Civil Engn, Shanghai, Peoples R China 4.Hong Kong Polytech Univ, Chinese Natl Engn Res Ctr Steel Construct, Hong Kong Branch, Hong Kong, Peoples R China |
| 推荐引用方式 GB/T 7714 | Ke, K,Wang, W,Yam, MCH,et al. Residual displacement ratio demand of oscillators representing HSSF-EDBs subjected to near-fault earthquake ground motions[J]. ENGINEERING STRUCTURES,2019,Vol.191:598-610. |
| APA | Ke, K,Wang, W,Yam, MCH,&Deng, L.(2019).Residual displacement ratio demand of oscillators representing HSSF-EDBs subjected to near-fault earthquake ground motions.ENGINEERING STRUCTURES,Vol.191,598-610. |
| MLA | Ke, K,et al."Residual displacement ratio demand of oscillators representing HSSF-EDBs subjected to near-fault earthquake ground motions".ENGINEERING STRUCTURES Vol.191(2019):598-610. |
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