带耗能系梁的摇摆自复位双肢薄壁高墩抗震性能研究
Investigation on seismic performance of thin-walled high piers with rocking self-centering double-limb with energy-consuming tie beam
带耗能系梁的摇摆自复位双肢薄壁高墩抗震性能研究 |
| 佘振扬,黎雅乐,李雪红,徐秀丽,刘径恺 |
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Investigation on seismic performance of thin-walled high piers with rocking self-centering double-limb with energy-consuming tie beam |
| Zhen-yang SHE,Ya-le LI,Xue-hong LI,Xiu-li XU,Jing-kai LIU |
| 图 9 试件0和1的等效黏滞阻尼系数-位移延性变化曲线 |
| Fig.9 Equivalent viscons damping coefficient-displacement ductility change cure for specimens 0 and 1 |
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