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| R-μ-T Relations for a Single degree of freedom System | |
| 作者姓名： | LI Gang qiang LIU Lan hua WU Xue ping and BAI Shao liang |
| 作者单位： | China IPPR International Engineering Corporation, Beijing 100089, P. R. China;College of Civil Engineering, Chongqing University, Chongqing 400045, P. R. China;College of Civil Engineering, Chongqing University, Chongqing 400045, P. R. China;College of Civil Engineering, Chongqing University, Chongqing 400045, P. R. China;College of Civil Engineering, Chongqing University, Chongqing 400045, P. R. China |
| 摘 要： | Based on summary and analysis of the main research findings regarding R μ T relations for a single degree of freedom system, the following two important conclusions can be drawn: 1) In general, these research findings are consistent with each other. The R μ T rule can be an important reference criterion for seismic design. 2) Proper design and extendibility ensure the relatively satisfactory performance of the structure under stronger earthquake action. |
| 关 键 词： | single degree of freedom systems R-μ-T relations ductility capacity |
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