原文传递
Performance-Based Seismic Design of Shape Memory Alloy–Reinforced Concrete Bridge Piers. II: Methodology and Design Example
| 题名： | Performance-Based Seismic Design of Shape Memory Alloy–Reinforced Concrete Bridge Piers. II: Methodology and Design Example |
| 其他题名： | Auricchio,F.,and Sacco,E.(1997)."Superelastic shape-memory-alloy beam model."J.Intell.Mater.Syst.Struct.,8(6),489–501. |
| 正文语种： | 英文 |
| 作者： | A. H. M. Muntasir Billah |
| 关键词： | Performance-based design;Shape memory alloy;Residual drift;Damping;Ductility;Special design issues |
| 摘要： | Here, a performance-based seismic design method is presented for shape memory alloy (SMA)-reinforced concrete (RC) bridge piers. The proposed design method is developed based on the existing displacement-based procedure where the expected performance is quantified by linking material strains and deformations to damage states, as well as to the probable postearthquake functionality of a bridge. Based on the performance-based damage states developed in a companion paper, this study presents the sequential procedure for the performance- based design of SMA-RC bridge piers using a combination of residual and maximum drift. |
| 出版年： | 2016 |
| 论文唯一标识： | P-26Y2016V142N12027 |
| 英文栏目名称： | TECHNICAL PAPERS |
| doi： | 10.1061/(ASCE)ST.1943-541X.0001623 |
| 期刊名称： | Journal of Structural Engineering |
| 拼音刊名(出版物代码)： | P-26 |
| 卷： | 142 |
| 期： | 12 |
| 页码： | 307-311 |
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