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.
因此，在基于位移的抗震设计中，目标位移的确定非常重要。
Therefore, in the displacement-based seismic design, the computation of the target displacement is very important.
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。
The method of direct displacement-based seismic design is an important improvement on force-based seismic design.
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。
Direct displacement-based seismic design is presented in this paper according to these factors.
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。
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.
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。
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.
对具有不同墩高、不同轴压比以及不同直径的桥墩分别采用基于强度和基于位移的设计方法进行了抗震设计，并对设计结果进行了比较。
Piers with different heights, diameters, and axial load ratios are designed with both FBSD method and DBSD method, and then the results are compared.
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。
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.
本文对基于性能的抗震设计方法中最具有代表性的直接基于位移的设计方法在剪力墙结构中的应用进行了研究。
In this paper, the application of direct displacement-based design method which is the most representative performance-based design method for the shear wall structure will be studied.
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。
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。
Displacement-based stability design and checking of retaining structures urgently need a convenient method for seismic displacement estimation.
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