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。
This paper discusses high-level framework for seismic design of shear wall structure and some views are given.
本文主要论述了高层框架剪力墙结构在抗震设计方式中的一些看法。
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。
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