The experimental results indicate that MRD can significantly enhance aseismic performance level of the seismic damaged RC frame shear wall structure, and meet all the earthquake fortification levels.
结果表明，采用MRD智能加固后的结构抗震性能大大提高，优于用被动控制方法加固的结构。
Direct displacement-based seismic design method has such advantages that the performance level is more straightforward and the method is easy to use, therefore it gets many researchers' attention.
直接基于位移的抗震设计方法因其性能水平确定比较直观，方法较易操作等优点，受到了众多学者的高度重视。
The main seismic performance is introduced, including low level period, top displacement, maximum layer displacement Angle, frame bearing horizontal shear, frame bearing earthquake overthrow moment.
抗震性能包括对结构低阶自振周期、顶点位移、最大层间位移角、框架承担承担水平地震剪力、框架承担地震倾覆力矩比几个方面。
Finally, the performance-based seismic design method is proposed, including the classification of performance level of slopes, the definition of performance index and the seismic design method.
最后提出了基于性态的边坡抗震设计方法，包括边坡抗震性态水准的划分、性能指标的建立和抗震设计方法。
Finally, the performance-based seismic design method is proposed, including the classification of performance level of slopes, the definition of performance index and the seismic design method.
最后提出了基于性态的边坡抗震设计方法，包括边坡抗震性态水准的划分、性能指标的建立和抗震设计方法。
应用推荐