Direct displacement-based seismic design is presented in this paper according to these factors.
在此基础上，本文采用直接基于位移的抗震设计方法来实现基于位移的抗震设计。
The method of direct displacement-based seismic design is an important improvement on force-based seismic design.
直接基于位移的抗震设计方法是对基于力的抗震设计方法的重大改进。
Therefore, in the displacement-based seismic design, the computation of the target displacement is very important.
因此，在基于位移的抗震设计中，目标位移的确定非常重要。
It shows that, in displacement-based seismic design, we also should improve the target roof displacement computing method based on the value of r.
这意味着在基于位移的设计中，还应该以R取值为依据，对顶点目标位移的确定方法进行修正。
The displacement-based seismic design method is particularly proposed and some unsolved problems and future directions in the research and applications of this method are listed.
着重探讨了直接基于位移抗震设计的方法和步骤，并提出了该方法在今后的研究与应用中需要解决的若干问题。
Against to Direct Displacement-based Seismic design, this paper, based on previous research achievements, manages to solve two problems, and it will make this new design method more perfect.
本文在以往基于位移的抗震设计研究基础上，着力解决直接基于位移的抗震设计中的两个问题，以使这种新的抗震设计方法更加完善。
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。
Displacement-based stability design and checking of retaining structures urgently need a convenient method for seismic displacement estimation.
基于容许位移的抗震稳定性设计与验算迫切需要一种方便可行的地震位移估算方法。
The procedure for direct Displacement- Based Seismic Design ( DBSD) method of frame- shear wall structures is briefly introduced.
简述了框架-剪力墙结构直接基于位移的抗震设计过程。
The procedure for direct Displacement- Based Seismic Design ( DBSD) method of frame- shear wall structures is briefly introduced.
简述了框架-剪力墙结构直接基于位移的抗震设计过程。
应用推荐